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HomeMy WebLinkAbout40942-Z ��o�OgUFFO(,�CpG� Town of Southold 6/15/2018 0 P.O.Box 1179 * 53095 Main Rd `jljpl �yo� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39712 Date: 6/15/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2765 Elijahs Ln.,Mattituck SCTM#: 473889 Sec/Block/Lot: 108.4-7.16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/4/2016 pursuant to which Building Permit No. 40942 dated 8/30/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered porches and deck to an existing one family dwelling as applied for The certificate is issued to Greco,Gloria&Crea,Elizabeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40942 4/11/2018 PLUMBERS CERTIFICATION DATED 4/17/2018 NattAAPlumb' Au e' Signature o�SUTOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT z TOWN CLERK'S OFFICE oy • � ¢ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40942 Date: 8/30/2016 Permission is hereby granted to: Greco, Gloria 322 Hicks St Apt 4 Brooklyn, NY 11201 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 2765 Elijahs Ln.,Mattituck SCTM # 473889 Sec/Block/Lot# 108.4-7.16 Pursuant to application dated 8/4/2016 and approved by the Building Inspector. To expire on 3/1/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,030.00 CO -ADDITION TO DWELLING $50.00 tal: $1,080.00 Bu in ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 r APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2(10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. 02r-0Z - 7016 New Construction: Old or Pre-existing Building: (check one) Location of Property: E�ak��S Lja►n& idj 4i A House No. Street Hamlet Owner or Owners of Property: Qyri&. Girpcv ePr..6e41g Crie , Suffolk County Tax Map No 1000,Section 1®g Block Li Lot 7. 16 Subdivision 1 / �j Filed Map. Lot: Permit No. 40 ( D Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ � � Ito i 1 gnatu e , pF SO(/j�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 • �� roger.richert(a)-town.southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Greco Address: 2765 Elijahs Lane city Mattituck st: New York zip: 11952 Building Permit#: 40942 Section: 108 Block: 4 Lot: 7.16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Modern Electric East License No: 4253-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 50 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 73 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30A Emergency FixtureTime Clocks Disconnect 200A Switches 53 Twist Lock Exit Fixtures TVSS Other Equipment: 200A Underground Service, 64- Surface Light Fixtures, 3- Paddle Fans, Gas Cook Top, 1- 50A Oven, 3- Bath Fans, 3- Radiant Floor Heaters (Bath Rooms), 9- ARC Fault Notes: Circuit Breakers, 5- Combination ARC/ GFCI Circuit Breakers. 22KW Stand By Generator with 200A Auto Transfer Switch. Inspector Signature: - Date: April 11, 2018 — 1-1 L 0-Cert Electrical Compliance Form.xls r Teieplione(631) 1802 Far(MI)7&i 0 P.O.Box 1179 Southold,NY 11971-0959 t UM BUILDING DEPA ATM EW TOWN OF SOUTHOLD CERTIFICATION Date, Building Permit No. D Q L1 a . j v, Owner: (!A60)e1 A &LCD (Please print) Plumber: "a4fuct, Q1o1, (Please print) I certify that the solder used,in the water supply system contains less than 2/10 lead. VU (Plu ber ignatur, Sworn to before me this 1 day of Y• 20 CHELSEA ONE Notary Public, State of New York e istration#01 CH6287106 D olk County ca s xl 1 s ug. 5,20 21 Notary Public, `�— County ;MAY _ 3 2018 `� TOWN OF,SOLTMOLD SO(/tyo�O Y � # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FO NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA REMARKS: �*m �, D L PIMAM 9 KJ 0 � • �ub,�, sdv. Pqa64o4lbr%) ['DCW-�oov/ ion/ DATE ® s INSPECTOR 40000, so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLBG. I FJOUNDAT���. INSULATION [vj'FRAMIN6,�TRAPPIN FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR SOUTyo! � o coulm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI AL) 97 1 REMARKS: S t ( v HOW DATE - INSPECTOR rjF 50UTyolo 40 TOWN OF SOUTHOLD BUILDING DEPT. 765=1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �' , 1 �� INSPECTORV, so o� o Mv,��'Q TOWN OF SOUTHOLD .BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ %.j/ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [V�;RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - NJ, - Lk'MD,P I O K �Ivm 6 Lrf, 0 �4pfas Pro o- K :kid 'omogi-s gv- DATE (O ?i01 INSPECTOR SOF SO(/r,�, �o� olo TOWN OF SOUTHOLD-BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: imc'n/ 14-i © v/,. I rdvi� C� - ✓ � Wil �,�✓ �� 0 !� �- 1�.�1.. DATE L$ 1 INSPECTOR SO�lyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: rAtayI— DATE r INSPECTOR `�' rsfs0 yO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (lmwkc, w i3 A � (OD .�� IJ � K, G� nq DATE IY 9 INSPECTOR ---------------- i.Po HUNTER ENTERPRISES, INC. EL HUNTER INfUTLATI®N ■ HUNTER3-41280 ax®®D FLOORING -4163 675 Elton Street,Riverhead,NY 11901 (631)8 April 24, 2018 RE: Crea-Greco Residence 2765 Elijah's Ln Mattituck To Whom It May Concern, This certifies that the above referenced house was insulated as follows: 2 x 6 exterior walls 6" R-19 fiberglass. 2 x 4 exterior walls 3 %2" R-15 fiberglass. Complete roof line 8" R-30 open cell foam. Crawl space ceiling 6" R-19 fiberglass. Basement ceiling 6" R-19 fiberglass. Bedroom and bathroom walls 3 %2" fiberglass. Air seal exterior walls. Foam windows and doors. Fire caulk to code. Sincerely, Kenneth Brauner D IR FRVR D MAY e 3 2013 I r'111 v 1p.'1 +� Yi T®WW OF g® ®LD FIELD 1 • ' • • FOUNDATION (IST) F)M"it • � � ,. F `�:7?IJP► .. � � ��� ,`- ---------------------------- FOUNDATION (2ND) 1'G � - �� •mss �" r ROUGH FRAMING& PLUMBING [Yui`.. • -:c� Mom , INSULATION . STATE ENERGY CODE 09H INNA ff ADDITIONAL COMMENTS g Iff R WIN LIT, Will �, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 ets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 A6 GS rvey SoutholdTown.NorthFork.net PERMIT NO. qu Check Septic Form N.Y.S.D.E.C. stees 2 L5 jY Application(� '�'�►j� n Flood Permit Examined ✓� ,20 j J Single&Separate AUG m 4 20160(((„JJJ rm-Water Assessment Form Contact: Approved �°' ,2013mmINt�•DFP' ' Mail to: /Aecyl Krc.F'%BC Disapproved a/c TOWN OF SDuWoLD Pd �Y 6FS 3 C.rep.�nest JVY 11�Wk Phone: j5'S 1-477-87'51 8731 Expiration ,20 _[l B in Spector APPLICATION FOR BUILDING PERMIT Date Ay Z p� , 2016 INSTRUCTIONS a. This application MUST be completely filled in by.typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work-authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the-interim,the Building•Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,-and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature a plicant or name, if a corporation) v FCONA S$cee+ 0 PO VSoK 65S (Mailing address of applicant) G�ceeKpoc� JU Y t lti�tH State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises C1 Io,r;c, 6Are-e-o k b AL-- Cre As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 512SO 1 Plumbers License No. Electricians,License N; '0. ;OthertTrade,'s;Licen ;se No. ,,,., 1`Ie;L'6cation`o:�Iarid ori.wliich proposed work will be done: 276 �1 ��1,,`s ��he �1el>�I�'�uc Ic House Number Street Hamlet County Tax Map No. 1000 Section 10g Block LI Lot 7. 16 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work en ,�`�� � 03 (Description) 4. Estimated Cost �10d U e� IIF dbe paid on filing this application) 5. If dwelling, number of dwelling units Niupbdr of dwQOling units on each floor If garage, number of cars .6. If business,,commercial or mixed occupancy, sp ply . "�AVjotf each type of use. 7. Dimensionexisting of existing structures, if any: Front Q- Rear �,O -� Depth Z7 Height 16=g Number of Stories I ' Dimensions of same structure with alterations or additions: Front _ 'Al L II � Rear `1Z I) � Depth `lo !7 " Height 2;1 '-o f ' Number of Stories 1 8. Dimensions of entire new construction: Front' `�2 �'- II " Rear IA7 = II Depth 416 7 " Height Z1 'o " Number of Stories l 9. Size of lot: Front 160.00 Rear 160:01 ' . Depth 7-S6 . IS 10. Date of Purchase 09-0 z-Zo P 'Name of Former Owner 11. Zone or use district in'which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO / Will excess,fill be removed from premises? YES NO 14. Names of Owner of premises AddressAl y I(etsz- Phone No. Name of Architect Mecgl Kn,,w..,c Address po ti.v6F3 'u;7%Rhone No 611- 477- Sr7'S6 Name of Contractor/1pllk 13oeckM®.w Address 7Lm A,.,ae- NR Phone No. G31- zcq- s31st /'lw�l��ock JvY lIgS2, 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) ��-- SS. COUNTY OF � O /Iecy Kre^M,-C being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Aeie h+- (Contrac ,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and thatTRAGrfailf LwOWYER performed in the manner set forth in the application filed therewith. NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 Sworn to before me this QUALIFIED IN SUFFOLK COUNT"Y`''��©©'' th day of 20 /6 OMMISSION EXPIRES JUNE 30, 1L Notary Public Signature of Applicant r XIr `]F 0�1[�.I��l WA\,.`]F1E1K Scott A. Russell 01- 0' SUPERVISOR � � MA INN A\(Gl1EMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971 o Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET AUG 2 3 2016 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PRO= INVOLVE ANY OF THE 1FOlLI. VnNG: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑EJC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ff D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date: District NAME- STACY PAETZEL 108 4 7.16 08/19/2016 ��+i Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact information 631-209-2410r- r kphoaN. i Reviewed By: (r- i Property Address/ Location of Construction Work: — — — — — — — — — -- S -, j — — Approved for processing Building Permit. 9765 Fi i 3ah'c: Lana _ _ _Stormwater Management Control Plan Not Required. _ �.,.T — Mattituck, NY 11952 — _ _ _ ��n�F� — ® Stormwater Manag�npent.-,C, irol;Plan-istt�e red. (Foie+lard to Engineering Department for ltevi'e ) FORM # SMCP-TOS MAY 2014 APPLICANT S.C.T.M.#: 1000 (ProOwner,Design Professional,Agent,Contractor,Other) a —p�— bpsu�/i- CHAPTER 236 perty 108 4 7.16 Stormwater Management Control Plan-CHECK LIST 11.1 NAME: STAGY PAETZEL Section Block Lot w a S M C P -Plan Requirements: Provide ONE copy of thLk Bwlgmg-Permit Application. G PI—Prim Date ° * The applicant must provide a Complete Explanation-and/Pr Reason for not providing 631-209-241 08/19/2016 01 all Information that has been Required by the following_t6e'&listl Signature Telephone Numhr t. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST �� If You answered No or NA to any Item, Plea ' show all of the following items: YES NO NA If you need additional room for explanation , ase Provide a diti-I I a. Location&Description of Property Boundaries00 '` � L b. Total Site Acreage. 00 '--- t_' c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2) d. Test Hole Data Indicating,Soil Characteristics&Depth to Ground Water. BASED ON NEIGHBORING PROPERTIES WITH SWIMMING POOLS, GROUNDWATE D a A FACTOR IN DWELLING RENOVATION/ADDITIONS, POOL CONSTRUCTION e. Limits of Clearing & Area of Proposed Land Disturbance. 0 f. Existing& Proposed Contours of the Site (Minimum 2'intervals) =FVI=GRADES INSIDE THE AREA OF CONSTRUCTION ARE WITHIN 2'. g. Location of all existing& proposed structures, roads, 09 driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing & EROSION&SEDIMENT c0W!Mpj S' proposed structures. Shall includp hilt not be lirnit-M_Z I. Location of proposed Swimming Pool and discharge ring. �0 j. Location of proposed Soil Stockpile Area(s). 00Wire Backed Sift Fencingstabilizadur,& k. Location of proposed Construction Entrance/Staging Area(s). 0 ,Seeding 1. Location of ro osed concrete washout area(s). �0 inactive sons. M. Location of all proposed erosion&sediment control measures. 00 2. Storm\vater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate ONS ARE REQUIRED on-site the run-off from all impervious surfaces generated by a two(21 inch ngineering"at 765-1 ,56c)beforta rainfall/storm event. Bdckfill, UR Provide Engineer's 3. Details&Sectional Drawings for stormwater practices are required for approval. ate drainage has been installed to Code. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. 00 b. Construction Entrance& Site Access. WE I0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEER DEPA M NT USE ONLY**** Additional Information is Required. F- Reviewed& ® Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — ;p Stormwater Management Control Plan is Complete. 1 Date: SMCP has been approved by the Engineering Department. FORM 4 SWCP Check List -TOS MAY 2014 �4ya��f�itiTyp� Town lull Annex J Telephone(631)765.1802 5437514daim 1toad " P.O.Box 1179 roger riehertC O> LSOutllQftl US I Southold,NY 11971.059 ' 1. BU"ING DEPARTMENT i Towle OF SOL THOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: [)ate: Company Name: z ��tz►-, 1=� E� 'C- Name: License No.: yam`,3 _, rens: �.d. e3dx a29 7 7F, . Phone No.: -1 ca - 9 o 3 - JOBSITE INFORMATION: (*Indicates required information) *Name: C_v'ec, - &r-e-c v *Address: a P7 tc5 G I I -Vis L-A-- e *Cross Street OrL *Phone No.. (03 a9 g -,53 f g Permit No.: p el Tax-Map District 9000 Section:__.. Block: Lot,--- " "BRIEF DESCRIPTION OF WORK(Please Print Clearly) T&j s _ - /� L Ij 1z C2 (Please Circle All That Apply) Is job ready for inspection: YES/WO.) Rough In Final *Do-you need a Temp Certificate: YES NO Temp information(if needed) *Service Size: 1 Phase 312hase 100 950 X04 300 350 400 Other *Mew Service: Re-connect ndergro Number of Meters Change of Servile Overhead Additional Information: PAYMENT DUE WITH APPLICATION � � wllo,F ©� g -RBQueSt � �1tt S 7 /� �1fFOl�E. BUILDING DEPARTMENT-Electrical Inspector 4� TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richert&-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: -7�PlA-0"--0 Lo s k-i Date: Company Name: M 0 k-,Grz K cTrz--'t G4qs c Name: —1-7-Acr, License No.: �-/aS3 E email: --f–jzt.cT-A,9 A,9 9 40 AOL-,Conn Address: P.0 , gox Sal Phone No.: SI Co --9 03- 7 16-1 JOB SITE INFORMATION: (AQ Information Required) Name: tea._ r e-co Address: – t A- s A Cross Street: i a'1 .1,A Phone No.: 3t Cl--S3 I BIdg.Permit#: � email: Tax Mp District: 1000 Section. /OS Block: Lot: 7.1(0 BRIEF DESCRIPTION OF WORK(Please Print Clearly) W k b (W�vr�m�r� 0. fir✓ Circle All That Apply: Is job ready for inspection?: S/ O Rough inF nal Do you need a Temp Certificate?: YES issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service-Fire Reconnect- Flood Reconnect-Service Reconnected-Underground-Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION , ! 0\ {-�-U V? / fsS� s ery « �/ �C�J 82-Request for Inspection Fomids J Town Hall Annex �� Telephone(631-1802 54375 Main Road o _ _ Fax(631)734-9502 P.O. Box 1179 z Southold, NY 11971-0959 0 BUILDING DEPARTMENT NOTICE OF UTILIZATION.OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED W00D�CONSTRUCTION AND/.OR TIMBER CONSTRUCTION Date: 0?-OZ - ZO.14 = Owner: G(oyic% Gm-co ' ' I►za, `+{,� L, Gr�G.` ., Location of Property: z 7r; N' NY I��rsz ` Please take notice that the (check applicable line): New residential structure - Addition to existing residential structure Rehabilitation to an existing residential structure .r to be constructed or performed at the'subject property-reference above will utilize (check applicable line): Truss type construct16ri(TT) Pre-engineered wood construction (PW) " Timber construction (TC) in the following locations) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) ' Floor and rooffra (FR) Signature: Name (person submitti - his form): mecy k ravK Capacity(check applicable line): Owner Owner representative TrussResRegl5.docx Effective 1/1/2015 m N 03 N P r N N t� r r r1 N N ro sn s P r J toojo ;r . •�� ✓ SAA e;�.r:: ` �� �� • + � 1 �.• w y J. lam_' � `..� C - .�/ r` �. •.�i." �.7.•- , .. s • L r, •4V-71 �ttry ' a , f c -A,� _ 114'Y� �� '#Nr yt��♦ 1 f .17 r •:-., i _ ,f ' '� 7 }.r q t t-r s.4,...alrk 'I iS�Ti. - r + r;s o t '�� :� i�k � ,4' �r.,�,tom.�z�f icy hn � � � e�, •, ' i 4 D RCZTV[� DU FM E R Y L K R A M E R NOV 2 1 2016 a r c h i t e c t BUILDING DEPT. TOWN OF SO TTHOLD Southold Town Building Dept. 2 3 E FRONT STREET Southold Town Hall POST OFFICE BOX 683 PO BOX 1179 GREENPORT, NY 1 1944 Southold, NY 11971 6 3 1 - 4 7 7 - 8 7 3 6 November 21,2016 m k a r c h i t e c t c o m RE: Crea Greco Residence 2765 Elijahs Lane, Mattituck NY 11952 Tax Map# 1000-108-04-7.16 To Whom It May Concern, As requested by the building inspector during the framing inspection, please find the revised floor drawings for the Crea Greco Residence showing the new skylights in the kitchen. Best Regards, Me"ra ,Al LEED AP 1 ' x_11/4 V DRAWINfl ISSUE DATES Q D Dj Construmon Progress 11/30/15 Cost Cut Client MeetmgSet 3/10/16 22'-0° ¢ " 009cutprom 3/23/16 Bid Set Progress 7/7/16 Pncg&Poring St 7/29/16STAIRWI6H NOV C 2 0 16 CVuctionSet 00000000 _ REVISION OATES o BUgpT G DEPT- RE1SN 1 e/29/16 v m TOWN Oir S®UMOLD ON A 09.20.16 1 15'-31/2° 24'•2' 22'-2° 16'-4 3/4° 16'-31/4° Q2 10 O;3A6 3'-51,/2• 5'-11' 4'-41/2" 6'-113/4• 6'-91/2° 5'•113/4" 2'-6 2•� 8'•fi • 8'-61/2° '-61/2° 3•-7 7/8° 28 3/4° 2'•6 3/4° 3'-01/8• "4\ ^o ,28,16 -REVISED KITCHEN SKYLIGHB RAIFED DECK � � X o. N 6xBPT POST ALL HEADER TO BE Mo r(3)2x8 U.O.N. X 26) E ON PED IN 3/4°VERSADrimIng Legend, ___ _____________ __ WaII To Be Removed NEW 2 13 4°X11-7 81LVLW 2•FP HEADER I EW6 fC x9117 0.PB ------' Wall To Remain 3 ——————— ` ————— - N-Wall 5 (TMP) HOS r,, I m I i New Foundation Well BIB -------- Unes A)0v q ON o ------------ Lines Below A500 T\ _T I HOS I I A400 m —•---•-- Guidelines m -- --- I PINING AREA VERSATIXCEIUNG Fenoe z rN I Q y f.7 + _ - 11 101 DOOI Tag 4 .J I ---- —_+_— _-- ' —� // I JI---I - sen II 31 x9 4•AP.B O g II D,ry,. �___.__—__ �2°._�____ y 101 WlndowTe BEDROOM MASTER I I CEILJNG JOISTS (�J!% I' 114 3�/ I I `.� __ I _L_ I I I POST ASO , Section x LOAD BEARING WALL OUTDOORSHOWER 1/2 7'-6 1/2 5'-6 LL� �,4 121 KITCHEN I I'I - _ - - m Sheet A-700( BEE t I RCJ 0 J.6' C - I _ I ..I Io ----- I' I III ' J Detail Teg 21 x 9,11.2_A. _ I --- � ----- N ----- NEW SKYLIGHT SHA I _—_____ — CEILING JOISTS 4 A G' b --rl'I SO tiIx IREMOVET -- �I p POSTPaOV I ATC�J�f17I 2,_7, IM. �'i ^ISJ 4 I h 4 4 FOR ROOF FRAMING I I x g 4 7 m ---- 3�2°%912_AP_ -ti /IP LL tI1NNRA w ,�'I Im it I POST ABOV I Elevmian Ta 'II // \\ CEILING JOISTS L SiIRJ 'I' •"II I�d I ___.___ }__ 2:0�._—_ I _ I z , y 312`APB I/ \ '� 14'-41/2° 3 2• ^ 7'-6° F i I I N ` I 1 I CEILING JOISTS /\ Interior EleveDon Tag I I I•� I LOAD BEARING WALL I I I •- t I I — d I x`vX _ NEW DECORATIVE I I• m�l POS7ABo a' I' Y w n9 T 'h 6 117 LIOL EXPOSED RAFTERS ABOVE �i i I m�I _Qg,.___� Im m I GARAGE i? ' x Fv x - I m I 18NEW 2X8 C1®16°OC $ I 12 �t 1 ✓p t d _ _._ CEILING OISTBB I'm119 Z� Z I • \ I - v i Jleu. in I. IO 1,3• I I (L—,=_ _J I I�-7— I I -30 I 1{I2)Q il.__________1 ti II I m II oaTABOVE I _ _________ LIVING ROOM x r NEW HEADER 7 z I ------------------. I 106 m I LOAD BEARING WALL I awi �, I I p II �___ ' I o 3-1/2°x7-1/4" _ - - rI l = 1 I o - w m I ————— I m �I I 5 /T NEW ATTIC HATCH 0.P 8 HEADER I '' I Cz I a ----- ----- c I x I z I I /I PROVIDE ACCESS BETWEEN I Af ear L x R e r e g PosTA90 110 I ————— a I D7 I I /�w/PULL DOWN STAIR I m W m ai I II 2'-1° I I ! I _ -- —f Tl_—F_ _ I pyFa I I GARAGE&KITCHEN ATTIC 312wx9—[32•A_PB — 4Lg1° 3 2 312" 4'-8° 1. II 12'E 1/4' 31/2° �1 NEW I Pte°« -- p L ...-1 I CEILING JOISTS 2—— I —GAS —AS PREP R—WDON NEW(2)13/4117/8° RAFTER R—ABOVEBEDROOM 3 I N BB nom 9 CENTERE LACE - r-Smr� _.v•- m - ^ I 1 0 ° O NEW 4°POURED CONCRETE SLAB ' I 1 13 EFRONT STREET 125 W6X6110 WWM ON COMPACTED SOIL'3 /2 2 2STRUCTURAL RIDGE ABOVE 40 9POST OFFICE BOX 683_____________________________ 3 2°x9 2AN 8908 r � B_ GftEENPORT, NY i 19443 2 EXPOSED LEA IDNCEILING I5i5 POSTABOVE 6 3 7 - 4 7 7 - 6 7 3 6 kar ch it a ct co m iv I BENCH tp8 i 105 m FOYER A A 4'-71/4 T ,1'3 3/4• �;,waznei;'_�•7ny'c><-;' ------ ---- ------ — ------- ------ ------- — -- --------- B B — B B ¢ i0 NEW 2x8 CJ ®16'0 RAISED PLANTER C. uy SEE DETAIL 4/A600 5 V 6 BI LIFSTQNF G G 'p A402 EQ 3'-10° EQ. (1011ENTRY PORQN •+ m ' ERSATDICEIUN '� a mi (TYP) (TYR) ` 104 103 in �'�o.• m ti HOS N_ __r„ - m ZNdI - -- -- _ ---L'LINEOFEXISTIN -- BIB----� 1z6 Crea-Greco Residence a NEW _____ _____ _a SL a BENCH a 1,/2•x9-112 "5 _ -- __4 P,B_ _DN_— PROPOSEDSOFFR 2765 EIIJah's Lane TO MATCH EXISTING ��� c D Mattltuck NY 11952 N N G. .tet B H .-�j two° G ROOF �f 19 ABDV � Til m w \ L KI�� I i, H NEW6x6PT POST WRAPPED IN 3r4'VERSATEX 1 7C $ F* r Plan N� gsPrimed on 11x17 P is is 50%Scale Aoove 5-ir W-51/2° SO'-41/8• 11 10'-41/8° 3'-51/2° 5'-11° 8A° 5'-9° 3'-63/4° 3'-23/4° 3'3° 7'-13/4° 2'-63/4° 6'-5° 8'8° 8'-6° 024802. OF iVE`N 39'-51/2• 11'E° 10'-01/r 16'-11/2. 1T-0° A-101 _1® ' a 1 First Floor Plan Scale 114--V-0- ®2016 Meryl KramerAmhitect u eo�aom°c Y D , 1; CRAWINa ISSUE t31iF8 + �Lanstmctlon Royals 11/30,15 j + (Lit GMCllen[MeminRSe[ 3/23/16 /// Dat Out FYE416 3/43/16 0 aid Set P-11Ss /20/1S 2 2 2016 Rwlne&Pe mit Set ],49,16 Cans[ruadan bet 00000000 N: REV6410N NUB ALL ROOFS TO RECEIVE N EW ARCHITECTURAL GRADE ASPHALT SHINGLES ]BUILDING 4q.MREVRNI 8/29/16 N TOWN OF SOUTHOLD 10.1$ 1 01 I F t NEW GABLE-- r I � _____________________________fir. I 1 -REVISED KITCHEN SKYUGHIS I o I 1 z I I z l I 1 � i I ee W.1ITORe Remov 1 _ - is - - — y� - •.� if Weu To Remeln _ - - - 44 New - Wall �d - ty' Naw Foundetnn Wall _ q - - - I °NEW 2a2 RR�'18'o.R1 ,NEW2d2 Pot07B•010; ; ,' _ x ________ un®Rbave 'EW 2X70 AR®36• -� NEW2X10+RR016'0.6k ____________ urleneelaw -rI,`.}: •m1 _ _ _ _ __ ,r, - N -,� Guidelines sFx fl 1rTa f01 y 0 �''NEt�l7!X8RR0`78 'I - `+ � wnawT° B 1 6 ba I I - - Shat MX%:( NEHrHEADER - - � yS� 'iS�," 10PE _ ,gr I- '1 0 - - •�' - - - pyo 1' - `7 - ' C e, °EWVELUX I ' - - I EeratbnT - SRYl10 - B E t11S ,V{ 006) - - • „ Y I_ - W I dor Ele 0.T me ab 1 _ I I V ;1 W S NEYJ2X6 RR'®7S•oa TIXISTING t _ NEW2X10 RR0 0. „ED_, NO RRXiEiD - - - 30 �FiE41FJ1 (70811 REMAIN - E705nN 1'N CH M EY I 1 _ I _ 1 � /91 YRRY L RRRMRR 122 TS° A` q y m 1 213 E FRONT STREET 0 2 POST OFFICE BOX 683 ' S _ 1 GRE ENP ORT NY 1194 4 I 6 3 1 4 ] 7 8 ] 3 6 - f „ 1 1 _ '�.,+`-�'`-`i ,- -1� _,._ _ -...= .•.'i-ter':-'-_ - ;^'f,`"' - -_ - --; � -^NEW 2d2 RRd78lap=- ��x� - _a BEW 2d2�RR016•oi1 =_ - - _ - _ -- - - - Crea°Greco Residence I 2765 Elijah's Lane 1 Mattltuck NY 11952 L---{y .'RED A C et F� to R o�n Roof Plan I —ii, tea ori 11„17 1 Scale 1/4'V-W er la oz.stemnoove IPA °za802 pQ' _102 OF N EW 0 2016Movy1Hram kch[tect D-- D ��a�� � ORAWINGISSUE LUlTE3 Construction PfCRress 11/30/15 Cost Cut Client MeetinRSet 3/10/16 PROPOSED I-" Blued Set Progress 3717/16 EXISTING BRICK CHIMNEY GREAT ROOM ADDITION NOV PricingOon.0&toPermi'set 7/29/16 TO REMAIN 2 2016 Construction set 00000000 4 RMON DATES BrUYyNG DT REV4tN1 6/29/16 NEW SKYLIGHTS �i g BOARD AND BATTEN SIDING TO Oma` SO 7THOL� a' l!V SL �09.20.16 __ __ _ _r•=4'.�' _- _ - _" 1 __ _ _ '- __ _ -_ - t_V =.c=_ryx.__ __- _ O EN _ - _ _�=�x fir_=..'-c�' _�•_� _ _ __ _'Ly__��y.'�"i#i•zs.�_�...=r _ NEW ASPHALT SHINGLE ROOFING NEW ASPHALTS IN G LE ROOFING _c -,•��-. - C _ _ wY t-i____ Yet _ = ___ _ _ _ _ _ _ J�`i: .,t ___ -.-._..- ss`.fi=r". _- •r-� _ _ _�Y'�_ _ _ _ E .REVISED KITCHEN SKYLIGHTS " - _ _ _ _ - _ a.=tom_ _ _•'=._'z:.-r^"_-''rterow-`_"`�.gay-c:..t _ __ _ ,� ;� __.y�s_ _ , _;�x--s•= _. / ` /\ /, ` EW FIBER CEMENT LAPSIOING NEW COLUMNS&GIRDER D F F` D WRAPPED IN VERSATEX ----- B E E B B j EW OUTDOOR SHOWER TBD Drawing Legend: 120 I :======: Wall To Be Removed NEW FIBER CEMENT LAP SIDING I 1 Wall To Remain i I ........ N_ Well I New Foundation Wall I _ Lines Atgve ____________ Unes Below •----•— Guidelines Fence 2 3 ioi -•—• WOOD STEPS 1 PROPOSED ' PROPOSED poor lag GARAGE ADDITION BEDROOM ADDITION Q Wim!-Tag -� Section X, Sheet h700( 20 West Elevation Scale.1/4"=1'-0" �� Detallr g /X�\ Elevel n Tag 4>-��� "'en.,Elevation Tag x PROPOSED GABLE ADDITION M R R Y L R R A Y R R a r c h I t a C t _._ - ,_>T Y - - i:1�-'. _ _- _-.:Jww.T - _.. _T..+i�r...._CrZ.�_t^_`•__.�.i - -"-'"_'r-r-t•r..-,_`i._ - C T,T`f•"_ ..-��y-. T_T'�.�. 'l eT_._,.i -C`T �-.-r� ' -T-i_�''ti=.Sy-rT. .r_�T_-__ i, ..�:T..Z.��ti_.'-". .,LA�-� t'.-r'-_moi f.�`rs:,S�-,.��',-.�r[_r-'"•�� ,��'_•.� ._..._Tri j_'�. _-:'r i.�.._- i.,_..._i_L._+�_t=i;-.s`-,=. 1.�_�.� ��`.rs�r_ -.+`CL-,=..T,t1' _... _`Y''TT =4`-��T` 1...-._3 rte._. a `-'�;..�r'_y i'y,_ _---�-t-• i_"�1_=,.�•LJ�. 213 E FRONT 5 T PEET .L�'CW�- r.�_�Z_ ,_l.�r_'-'``.�_�_=_T;`T -S__li"_•T""_."La"�J""�r�,�'�T'�_-`- � _ __ _ _.�,.r...� a_�ti-� _ ''T- - i.`•�^.._1,';`` �7J..._T__-_-i ._ __� �C;r-,��''.�''_.`+ _ � POST OFFICE BOX 693 JIGREEN PORT,7 NY 171944 6 3 I 7 9 3 6 m k a r c n t t e c t.c o in -�.�- `J - .�` _-�:*�'`_ _- - _-_ ___-�_'�`•'_' _ -`-r`r.-ter"-=�:;_��_r4 i, ���-�,_``-.`'::`r'_c� —•'-t.:X�.�t�_�`;'-r�__ Tom'` �- _ _________ V_ -ATT__-c. sy_r` ___. ,_�-•1 -r__-' c,_,_'r-= =Y NEW ASPHALT SHINGLE ROOFING ___ — ,,.���S�=tj xr�- _ _-'T�.rL``1'`.'x..a'Y...�t�v=J�"'�2 ,_-•=- 'rSTi."_ - _----NEW BOARD&BATTEN SIDING E Crea�Greco Residence NEW FIBER CEMENT LAP SIDING �`G R G® 6 2765 Elijah's Lane B - B B `v �7 Mattituck NY 11952 EW WOOD ENTRY STAIRS NEW WOOD DECK&STEPS A 7Y � p 09Y8tIons B O�Q V O` O� All DmvAngs Printed on 11x17 1 PROPOSED pp�� Paper Scale is 50%Scale Above BEDROOM ADDITION O� NENN NEW OUTDOOR SHOWER TED 1 West Elevation 1 A-201 Scale.!/4"=1'-0" ®2016 Meryl Kramer Architect �naoc.aoa„m .i . DRAVANG ISSUE DATES 'C=t Cut alent.Meeting set 3/10/ codcum" 3/23/ • • Pricing 1,Permit Set 7/29/ 'Bid Set Pmgress 7/7/ Const-41onSet 000000C REVISION DATES REVISION 1 8/29/ It e . e MMM�i,: �:�'r"inkI®MMltrI 111 10,25,16 -REVISED KITCHEN SKYUGM' 1011 111iGARAGE SLAB ON GRADE s f1 it .. ■■ .■ ■■ NEWPOUREDCONC ■ I . , I , ! 6 P In , , ,r, ,r , , , tr „ 1 � ,�. ,,, r - , ,:, ,, t r � , 1 f t r r' l4w.l.lu!wl!!u 4tu 4uj!FI!luu/lull � + r"tl _ 1. • ir•�rir�►�um13t.art,}tr,,jij}�Mt(llllt�l!}lf�l6}1til��lrlill}lt±.. r � � h. . . d ,ur l.Ilur.foulh.ldru,uul,lw,lltail.tll,h�+a!�r61Wl.luld.,uu,uit4laWui..uuf.u.u4.ltwl.lu ..,..,. ...;�.. ...,r, :I. , „ 'f-i Ctifi trrt;rr .. -: =� -� ... � � ••.r,•" noun,�m+.r►Iltlali��Si1�lU.ltlti11U1f1�1�__ INEWW t�'}1="Yr-r tr •II' r tt TI''r=rr-.1 t_F=-il...=a7: - TI_ 1'71.71,=rw -- - - -- - - -- -- - --- - -- -- ,���, ., _ -n^yTran-n=lFir-F'v=1��-n�lf�rr~771�t1-n-Tr�'Ir, Fell if it'n=1_n n.II-n_Irtr=+l.,rt-.1..:;li ii_I=u_rl_ - +xl • - -- ---- -- - --- - - - L L ! 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S J' Generated by REScheck Web Software 4 Compliance Certificate Project Crea Greco Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Orientation: Bldg. faces 90 deg. from North Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2765 Elijahs Lane Elizabeth Crea and Gloria Creco Meryl Kramer Architect Mattituck, New York 11952 PO Box 683 Greenport, New York 11944 631-477-8736 meryl@mkarchitect.com Compliance: 20.9%Better Than Code Maximum UA: 358 Your UA: 283 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies 'Gross Area Perimeter Wall:Wood Frame, 16in. o.c. 650 19.0 5.4 0.044 23 Orientation: Front Window:Wood Frame,2 Pane w/Low-E 119 0.290 35 Orientation: Front ' Wall:Wood Frame, 16in. o.c. 305 19.0 5.4 0.044 12 Orientation: Right side Door: Solid 40 0.460 18 Orientation: Right side Wall:Wood Frame, 16in. o.c. 685 19.0 5.4 0.044 21 Orientation: Back Window:Wood Frame,2 Pane w/Low-E 108 0.290 31 Orientation: Back Door:Glass 100 0.300 30 Orientation: Back Wall:Wood Frame, 16in.o.c. 342 19.0 5.4 0.044 13 Orientation: Left side Window:Wood Frame,2 Pane w/Low-E 47 0.280 13 Orientation: Left side Floor:All-Wood joistfrruss Over Uncond.Space --- --- --- --- --- Exemption: Framing cavity not exposed, Ceiling:Cathedral 2,798 30.0 2.5 0.031 87 Project Title: Crea Greco Report date: 06/07/16 Data filename: Pagel of 7 Cnmpiiance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been ig ed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheckVerslwal 5.0 and to ith the mandatory requijemerilp listed in the REScheck Inspection Checklist. Name-Title a to Project Title: Crea Greco Report date: 06/07/16 Data filename: Page 2 of 7 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section.' Plans VerilFied r `Field Verified ,.,,~ r,., F, #- Pre=lnspectio`n/Plan'Review n l�alue Value `Complies? :'f, =Comments%Assumptions 103.2 ;Construction drawings and x'. - :; ;,;, : .' :, ❑Complies [PRI]l !documentation sufficiently ❑Does Not !demonstrates energy code CO-) ",[--]Not Observable ;compliance for the building envelope. ry''' 4 UNotApplicable 1 103.2, iConstruction drawings and I;' "x>' : .tr °";,;".'';}'` '•'`•;-" ` �, '❑Complies 403.7 !documentation sufficiently , ❑Does Not [PR3]1 demonstrates energy code t !compliance for lighting and I,.:., _.. Y:.:,_• „n ❑Not Observable s1 mechanical systems. Systems i� i❑NotAPPlicable serving multiple dwelling units I must demonstrate compliance 1 ' iwith the commercial code. Heating and cooling equipment is 1 Heating: 1'Heating: ;❑Complies [13112]?, +. =sized per ACCA Manual S based I Btu/hr Btu/hr UDoes Not loads perACCA Manual J or Cooling: Cooling: I 1 other approved methods. 1 !❑Not Observable ! ! Btu/hr Btu/hr 1❑Not Applicable ! Additional Comments/Assumptions. l 1 I High Impact(Tier 1) 2, Imedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Crea Greco Report date: 06/07/16 Data filename: Page 3 of 7 Section' .4 #, Foundation Ins ecfion ",Com lies? `' Comments/Assureit tions.' 30311"!,'• Exposed foundation insulation ;❑Complies [F011]3a' I protection. ;❑Does Not ,❑Not Observable; , ❑Not Applicable 403:8,.,y .,Snow melt controls. ;❑Complies zt [F012] # ;❑Does Not 9❑Not Observable ;❑Not•Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) '.3 1 Low Impact(Tier 3) Project Title: Crea Greco Report date: 06/07/16 Data filename: Page 4 of 7 seqiaw Field Verified�Iahs,' eirlii fiInspectioni' — - I # IF aiTinq!, ViWe Complies?1,, Comments/Assumptions„ Jx 402.4.4 Fenestration that is not site built LIComplies [FR20]1 is listed and labeled as meeting ' ” []Does Not IAAMA/WDMA/CSA 101/l.S.2/A440 []Not Observable A-) ,or has infiltration rates per NFRC ""'EIN t 0 1400 that do not exceed code Applicable limits. 402A.5 IC-rated recessed lighting fixtures ADComplies i sealed at housing/interior finishDDoes Not and labeled to indicate&It;= 2.0 'E]Not Observable " cfm leakage at 75 Pa. ilhot Applicable 403.2.2 lAll joints and seams of air ducts, ElComplies [FR13]1 air handlers,filter boxes, and '111Does Not 00 return Wilding cavities used as jElNot Observable ducts are sealed. ""FlNot Applicable 40123, Building cavities are not used as �,,-,T]Complles jFR15 I 3 ducts or plenums. UDoes Not Observable 111Not Applicable AP,.3,,,,,,, HVAC piping conveying fluids R- i,[]Complies JFR17j2'1,� Iabove 105 QF or chilled fluids 1 1EIDoes Not ![]Not Observable below 55 QF are insulated to R-3. :E]Not Applicable 403A Circulating service hot water R- 1 R- ;E]Complles pipes are insulated to R-2. QDoes Not :[]Not Observable :[]Not Applicable 4015X '; Automatic or gravity dampers are10Complies installed on all outdoor air IE]Does Not intakes and exhausts. '[]Not Observable -1E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) J 2'1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Crea Greco Report date: 06/07/16 Data filename: Page 5 of 7 sectioW, n C)m6Jles?- gy fts6leitionAhsPectio Comments/Assump ions All installed insulation labeled or ;Ekornplies [iN18]2.'-', Installed R-values provided. ;❑Does Not ;❑Not Observable: ❑Not Applicable I Additional Comments/Assumptions: 1 High Impact(Tier 1) 21 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Crea Greco Report date: 06/07/16 Data filename: Page 6 of 7 I 'P"Il'a" hs'Verified. ,Field Verified: • Final Inspection~Provisions. - Complies? Coiri'ments%Assumptions", bs%IdeSec q.l® _ "`Val'ue - -Value 402.4.2, `Building envelope tightness ; ACH 50= ACH 50= !❑Complies 402.4.2.1 verified by blower door test result! ! !❑Does Not [FI17]1 of&lt;7 ACH at 50 Pa.This ;❑Not Observable requirement may instead be met ! !E]Not Applicable ivia visual inspection, in which ! ! ! icase verification may need to ! ! ! occur during Insulation ! ! ! llnspection. ! ! ! 403.2.2 Duct tightness via post- cfm cfm ;❑Complies [F14]1 construction with maximum ! ;❑Does Not leakage of 8 cfm to outdoors,or ! 9 ! 12 cfm across systems. For ! ! !❑Not Observable ! rough-in tests, verification may ;❑Not Applicable i need to occur during Framing ! ! (Inspection, with maximum ! ! ! ! ileakage of 6 cfm across systems ! ! ! ! Viand 4 cfm without air handler. ! ! ! ! , 403.1.1 Programmable thermostats ❑Complies ! installed on forced air furnaces. ❑ ! `{ Does Not ❑Not Observable "❑Not Applicable ! 403.1.2! Heat pump thermostat installed }SJ;' ,r,,•.u;° , '•, ;❑Complies [F110'2' on heat pumps. „❑Does Not ! s❑Not Observable ! ❑Not Applicable 403,:4°:', 'Circulating service hot water �❑Complies [FI1'1]? .systems have automatic or m . , ,A, ❑Does Not aaccessible manual controls. ' k' , "* �' ❑ ! Not Observable , ar: ❑Not Applicable 401.3.9 `Compliance certificate posted, ❑Complies F, 2, ❑Does Not ! UNot Observable ! I' ;❑Not Applicable 303.3 Manufacturer manuals for '' '^,'rc: ❑Complies [Fll8]3 mechanical and water heating `_ ;; j❑Does Not ;equipment have been provided. - , T]Not Observable ! ,[]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1'2 Medium Impact(Tier 2) 1'3 ,1 Low Impact(Tier 3) Project Title: Crea Greco Report date: 06/07/16 Data filename: Page 7 of 7 2010 New' York Energy Conservatobn Cons' truction Energy Efficiency Certificate Above-Grade Wall 24.40 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 32.50 Ductwork(unconditioned spaces): go* o Window 0.29 Door 0.30 Heating System• Cooling System• Water Heater• Name• Date• Comments 0 AP RD AS NOTED DATE: T tp.# 04)L �i FEE: - BY: DRAWING ISSUE DATES NOTIFY BUILDING DEPART EIu.T4T 765-1802 8 AM TO 4 PM FOR THE Construction Progress 11/30/15 FOLLOWING INSPECTIONS: Cost Cut Client Meeting Set 3/10/16 ' 1. FOUNDATION - TWO REQUIRED Cost Cut Pricing 3/23/16 FOR POURED CONCRETE Bid Set Progress 7/7/16 2. ROUGH - FRAMING & PLUMBING Pricing&Permit Set 7/29/16 3. INSULATION Construction Set 00.00.0000 ' 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. REVISION DATES ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHECODESOFNEW 2551.395" YCRK STA1E. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCT!ON ERROF.S. ! I N 51021 '15" E COMPLY WITH ALL CODES O 'EW YORK STATE & TOWN COC ES I i SHED SHED i ! A3 REQUIRED AND CONDITIONS OF G,STERFQq CID t� x I co NEW PARKING ARE j I ao ( _. UTI LITY M RAMP j N.Y,$.DEC POLE NA }`f� I NEW VERIFY LOCATION ! O �oX802 � A/C CONDENSER OF EXISTING DRYWELL /yEINYOR� I RE-USE IF POSSIBLE I I I I I ! occuPaNcY OR I USE is uN����,��IJ WITHOUT C - lFCATF REMOVE EX.CONC. PATH &STEPS I ®CCC " . 'y Drawing Legend: _- RECONFIGURE DRIVEWAYa oBe Removed .; _ ; I - - - - - - - - Wall B - :PROPOSED _ _ _ - I Wall To Remain "SINGLE STORY ADDITION": �; = =I;==== _ _ _ -;_ - - - - - - - PLUMBER New wall 620 sq. �y�� - i ON LEAD CCT�I CER /ON New Foundation Wall 15'accessory setback TE(UT B .. Gi fc� .1 I CERTIFICATE.iQ, OCCU Y -------- Lines Above ANC, ------------ roes Below EXIST. ( SOLDERUSED IN UfiA ER L, " I STONE DRIVEWAY REPAVE ij SUPP Y YS TE ; �;��; l�.T —'—'— —'—' Guidelines 62' ' 1 ! EXCEED 210 C' 7 f _ Fence 1 ' 1 i EXIST. 101 Door Tag WELL '- - - - - - - I ELECT - - - - - - - - - - RICAt- E � - - - - - - - - - - - - - - - - I CpECTIONREQUIC".Eg 101 Window Tag ' PROPOSED PORCH STEPS j t I 90 sq.ft ; Section X, j TRUSS S PLACARDING nEQ"JIF3E Sheet A XXX ROILED Detail Tag UjPLUMBIN � L C.. PROPOSED I ALL fPLUM 31NG 1NASTE " Axx Elevation Tag SINGLE & WATER LINES d Existing Footprint i :� LINES NEED CN LO PROPOSED 1,589 sq.fL : STORY i O TESTING BEFORE C�JVERIN ADDITION _ • I �' I SINGLE sgg sq. 63'-10 7/8" M x xxx x Interior Elevation Tag CD I \ STORY ` �A ADDITIONi � WATER x CO i M I \ 158 sq.ft. I M ! METER Z I z DO N01,T ROCEED WITH \ ,i � g FRAIJING UNTIL SURVEY E IST. EXIST. / = OF F'OUNDATION� LOCATION I T. LP /-/� ! Q HAS BEL d APPROVED. J I VERI I Aft. _,/'/ /' I W \ l0 SEP RAT 0 I _/'E D'?AINAGE INSPECTIONS A E RE'.OU:RED I I ON I / w(ER �N ( Contact TOS Engineering at 765-1560 before M E R Y L K R A M E R 0.939 acres I /GRpVN� j Backfill,OR Provide Engine is Certification a r c h i t e c t tha;the drainage has been i stalled to Code. N 213 E . FRONT STREET POST OFFICE BOX 683 GREENP0RT, NY 1 1944 I I 6 3 1 - 4 7 7 - 8 7 3 6 i PROPOSED SINGLE' i STORY ADDITION I I m k a r c h i t e c t . c o rn E i I 444 sq.fL I 50'-0" UTILITY I POLE j I O I I NEW UNDERGROUND I Crea-Greco Residence 2765 Elijah's Lane Mattituck NY 11952 m I i I I I ! I i I I I ! S 51021 '10" W i I Site Plan All Drawings Printed on 11x17 25 '1 ' " Paper Scale is 50%Scale Above 1 Site Plan Scale: 1" = 10 ft A- © 2016 Meryl Kramer Architect All Rights Reserved CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1.1 PRESCRIPTIVE DESIGN WIND LOAD-120 MPH FOR THREE SECOND GUST EXPOSURE ZONE"B" Joint Description Nail Sizes Nail Spacing FRAMING NOTES: DRAWING ISSUE DATES ICE SHIELD UNDERLAYMENT ROOF FRAMING THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO Construction Progress GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. FLOOD HAZARDS Rafter to Top Plate(Toe-nailed) 3-8d per rafter THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Cost Cut Client Meeting Set COet Cut Pricing Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist WOOD FRAMING Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap Bid Set Progress 20 120 B SEVERE 36"(TCP) M to H S to M 11 YES 1984/1998 Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH(N)WITH THE FOLLOWING MINIMUM SPECIFICATIONS: Pricing&Permit Set Collar Tie to Rafter(Face-nailed) 2-8d per tie Construction Set 00. " " " Blocking to Rafter Toe-nailed 2-8d each end FB=825 PSI 4 g ( ) FV=95 PSI Rim Board to Rafter(End-nailed) 2-16d each end FC PERP=625 PSI REVISION DATES 0 3 2 2 3 0 3 2 3 3 2 3 WALL FRAMING E=1,600,000 PSI Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Top Plates at Intersections(Face-nailed) 4-16d joints-each side Stud to Stud(Face-nailed) 2-16d 24"o.c. FB=2,900 PSI GIRDER AS SPECIFIED Header to Header(Face-nailed) 16d 16"o.c.along edges FV=290 PSI FC PERP=650 PSI BLOCKING PER vi6o,-, Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 studE=2,000,000 PSI MANUFACTURES SPEC. 2 16d per 2x6 stud3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS:2 1 1 2 2 1 2 2 1 2 2-16d per 2x8 stud 6 JOIST AS SPECIFIED CS18 METAL STRAP PER 1,2 FB=2,800 PSI STEREn� STUD w/(8)8D COMMON Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2-16d per foot FV=290 PSI G� L • METAL HANGER PER NAILS PER 12"END LENGTH MANUFACTURES SPEC. (Face nailed) FC PERP=740 PSI ham, FLOOR FRAMING E=2,100,000 PSI Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d perjoist 4.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW PINE WITH THE FOLLOWING MINIMUM 0 o Bridging to Joist Toe-nailed 2-8d each end SPECIFICATIONS: 3 2 2 3 � 3 2 3 3 2 3 g g ( ) Blocking to Joist(Toe-nailed) 2-8d each end N� °�• t� FB=975 PSI Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block 9� �q�02 Typical Joist Hanger Gable Roof Plan:0 to 10 degrees Gable Roof Plan:10 to 45 degrees Ledger Strip to Beam Face-nailed FV=175 PSI OF YP g g p ( ) 3-16d each joist FC PERP=565 PSI NEyv YO�Z"' Joist on Ledger to Beam Toe-nailed perjoist E= 1,600,000 PSI Not To Scale g ( ) 3-sd Band Joist to Joist(End-nailed) 3-16d perjoist Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot 5.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN ROOF SHEATHING NAILING SCHEDULE ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ROOF SHEATHING Zone 1 Zone 2 Zone 3 Zone 4 6.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED Structural Panels 8d 4"o.c.perimeter zone other CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL RAFTER 6"O.C.edges of panel, 12" CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. (1)SIMF3SON H6 STRAP PER FIELD 3"O.C. 12"O.C. 3"O.C. 4"O.C. O.C.interior of panel Drawing Legend: RAFTER w/ 8 N10 OR 1OD Diagonal Board Sheathing ( ) ANCHOR BOLT 7.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING PLYWOOD NAILS 4'O.C.(TYPICAL) „ 1"x 6"or 1"x 8" 2-8d per support OF 48/24. _ _ _ _ _ _ _ _ Wall To Be R SILL PLATES • 12"FROM CORNERS EDGE 4' O.C. 6"O.C. 3' O.C. 4 O.C. 1"x 10"or wider 3-8d / FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"O.C. ) Wall To Rem. �� FIELD . u STUD VNALL ALL 1/2"EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED WITH 8D COMMON CEILING SHEATHING 8.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL BE NAILED WITH 10D New Wall ° NAILS-2 1/2"X 10 1/2"GA.,PATTERN AS INDICATED ABOVE COMMON NAILS 6"O.C.EDGES AND 12"O.C.FIELD. New Founda• ° Gypsum Wallboard 5d 7"edge/10"field FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING 9.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. -------- Lines Above SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. WALL SHEATHING 10.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. ------------ Lines Below Structural Panels 8d (see table 3.9) Rafter/Plate/Stud Connection Header & Post Tie Downs Simplified Roof Sheathing Nailing Schedule Fiberboard Panels 11.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. - - - - - Guidelines ----•------- Fence 7/16" 6d 3"edge/6"field Not To Scale Not To Scale Not To Scale 12.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED OTHERWISE. 25/32" 8d 3"edge/6"field STAIN101 Door Tag FRAMI G Gypsum Wallboard 5d 7"edge/10"field L JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON STAINLESS STEEL. TYPE 304 OR 316 - 3"No.8 SCREWS 12"O.C. Hardboard 8d see table 3.9) -= LIGHT WOOD FRAME WALL Particleboard Panels 8d (see table 3.9) 14.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 101 Window Tag - �7WADiagonal Board Sheathing STEEL ri SHER(TYP.) 1"x 6"or 1"x 8" 2-8d per support Axxx Section X, per support Sheet A-XXX "x ' or wider 3-8d 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 1/2"PLYWOOD ° FLOOR SHEATHINGx 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. I Detail Ta • GLASS Structural Panels ,xxC� g 1"or less 8d 6"edge/12"field 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. (1)CS18 METAL • greater than 1" 10d 6"edge/6"field x STRAP PER STUD w/ 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE Elevation Ta 04 WALL STUD (8)8D COMMON PLASTIC-COATED Diagonal Board Sheathing PLANS. 1 NAILS PER END PERMANENT WOOD SCREW 1"x 6"or 1"x 8" 2-8d per support • GLASS ANCHORS 1"x 10"or wider 3-8d per support 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN ' SUPPORTS. Interior Elev� z : 1 Nailing r x xXX X 1/2"PLYWOOD g equirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC x of FLOOR JOIST FRAMIN SEE be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. STANDARDS. w ANCHOR BOLTS DETAIL 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted - - 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. v to be reduced to 1 16d nail per foot. - - 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. WASHER(TYP.) WALL STUD n PLYWOOD OPENINGS SCTM# 1000-108-04-7.16 -_ _ DRAWING ISSUE DATES Construction Progress 11/30/15 Cost Cut Client Meeting,Set 3/10/16 Cost Cut Pfting 3/23/16 Bid Set Progress 7/7/1E Door '� u �OM8 Pricing&Permit Set 7/29/16 Construction Set 00.00.0000 NOMINAL SIZE OPENINGS COORDINATE SIZE OF EXTENSION JAMBS w/SIZE OF WALL FRAMING REVISION DATES NO. MANUFACTURER MODEL NO. TYPE WIDTH HEIGHT RO Width RO Height Thickness REMARKS EXISTING- 2x4 STUD FRAMING 101 ITRUSTILE TS 3070 Swina Simple 3'0" 618" 312" 619" 1 3/4" WITH 18" SIDE LIGHT NEW- 2x6 STUD FRAMING 103 TRUSTILE TS 3070 Swing Simple 2'6" 618" 2'8" 69" 1 3/8" 104 TRUSTILE TS 3070 Swing Simple 216" 618" 218" 69" 1 3/8" 105 Cased Opening 410" 618" 412" 619" 1 3/8" 106 TRUSTILE TS 3070 Swina Simple 2'8" 6'8" 2110" 619" 1 3/8" 108 TRUSTILE TS 3070-PAIR Swing Bi-part 410" 618" 412" 619" 1 3/8" 109 TRUSTILE TS 3070 Swing Simple 2'2" 618" 214" 619" 1 3/8" ���STEREoq � 110 TRUSTILE TS 3070-PAIR Swin Bi-part 3i 0n 61811 3211 6191" 1 3/8" .� �FtY L R C, 111 TRUSTILE TS 3070 Swinq Simple 218" 6'8" 2'10" 6191" 1 3/8" 112 TRUSTILE TS 3070 Swing Simple 21811 6'8v' 210 619111 1 3/8 113 TRUSTILE TS 3070 Cased Opening 216" 6'8" 218" 61911 1 3/8" rR 114 TRUSTILE TS 3070-PAIR Pocket Bi-part 3'0" 6'9" 3'0" 61911 1 3/8" =y� � �8�2 115 TRUSTILE TS 3070 Swing Simple 216" 618" 2'8" 6911 1 3/8" °FNEWYOR�- 116 Swinq Simple 210" 618" 2'2" 6911 1 3/8" 117 TRUSTILE TS 3070 Swing Simple 116" 618" 118" 6911 1 3/8" 118 TRUSTILE TS 3070 Swina Simple 216" 618" 2'8" 6'911 1 3/8" 119 Cased Opening 2'10" 618" 2110" 6'811 1 3/8" 120 ANDERSEN FWGD 1110611-4 Slider 11'10" 6111" 11'10" 6'11" 1 3/4" Drawing Legend: 121 Cased Opening 610" 6'8" 67" 6'911 1 3/8" - - - - - - - - Wall To Be Removed 122 TRUSTILE TS 3070 Swin Simple 3'0" 6'8" 3'0" 6'811 1 3/4" To Remain 123 Cased Opening 3'6" 6'8" 3'8" 6'911 W New W1 3/8" Wall 124 TRUSTILE TS 3070 SwingSimple 216" 618" 2'8" 6'911 1 3/8" all 125 TRUSTILE TS 3070 Swing Simple 310" 6'8" 312" 6'911 1 3/4" NewFoundationWall ________ Lines Above ' 11 ' " ' 1" „ ------------ Lines Below 126 Overhead 1090118 0 101 1 2 8 0 3/4 1 3/4 127 TRUSTILE ITS 3070 Swin Simple 2'6" 6'8" 2'8" 6'911 1 3/8" —•----- — Guidelines — — — — - Fence 101 Door Tag 101 Window Tag Section X, WINDOWSCHEDULE SheetAXXX —I J Detail Tag GLASS & NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO WIDTH RO HEIGiHT DIVISION REMARKS AUxx Elevation Tag A 2 ANDERSEN (A-SERIES) ADH3248 Double Hung BLACK 310" 418" B 10 ANDERSEN (A-SERIES) ADH3250 Double Hung BLACK 312" 5'0" EGRESS x x xx x Interior Elevation Tag C 1 ANDERSEN (A-SERIES) AAN2424 Awnin BLACK 2'4" 2'4" x D 5 ANDERSEN (A-SERIES) AAN2828 Awning BLACK 2'8" 218" E 2 ANDERSEN (A-SERIES) ADH21058 Double Hung BLACK 2110" 518" EGRESS F 3 ANDERSEN (A-SERIES) ACW2434 lCasement I BLACK 1 214" 314" G 2 ANDERSEN (A-SERIES) ACW2430 ICasement I BLACK 24" 310" M E R Y L K R A M E R a r c h i t e c t 213 E . FRONT STREET POST OFFICE BOX 683 GREEN PO RT, NY 1 1944 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m Crea-Greco Residence 2765 Elijah's Lane Mattituck NY 11952 Window& Door Schedule All Drawings Printed on 11x17 Paper Scale is 50%Scale Above A-004 © 2016 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Construction Progress 11/30/15 Cost Cut Client Meeting Set 3/10/16 Cost Cut Pricing 3/23/16 Bid Set Progress 7/7/1E Pricing&Permit Set 7/29/16 Construction Set 00.00.0000 92-11" REVISION DATES 1� vy 15'-3 1/2" 22-111/2" 22'-0" 16'-4 3/4" 16'-3 1/4" S O �� �O,�STEREO 5'-11" 3'-5 1/2" 5'-11" 3'-5 3/4" 7'-2 1/4" 6-6" V 5'-9 1/2" 2'-5 1/2"� 8'-6 1/2" 8'-6 1/2" �2'-5 1/2" 3'-7 7/8" �2-6 3/4"�Z-6 3/4"� 3'-0 1/8" w pYl R t 'Q DN UJ RAISED DECK a 80 ' U P 11 A 1.611 .1 1_/311 11_(�II 11 611 1�P _ V 1R EVA 1 C7 C.1 R EA V /`�+��f•,`- IjG'YORE DEPTH DEPTH WIN OW NEW 6x6 P.T.POST AB VE WRAPPED IN 3/4"VERSATEX D E NEW(2) 1-3/4"X 11-7/8" LVL W 1/2" F.P. HEADER I NEW 51/2"x 91/2"A.P.B. I ALL HEADER TO BE (2)or(3) 2x8 U.O.N. - TMP Drawing Legend: 1V) +0 n� Wall To Be Removed 5 I 14 \�, �� N ! a i i Wall To Remain A500 A401 v I C rn N I New Wall r- --------- ---� --------- -� S a ( r I `�' I A400 ,mac I j New Foundation Wall COVERED PORCH 1 LIN 69 ------ �— DINING AREA VERSATEX CEILING -- Lines Bove , z o --- -- -------- --------- -----�--- —c� ------_ -- -- -- -- -- - ----_- z I I ------------ Lines Below CVG- ------ � w 1 N Q _��� - � Z I I ----- - - Guidelines p -- --- - --�� I 1 = --- -------------- � 122 � I — -•—•------- Fence I I - ------------- -- 3 2"x 91/4"A.P.B. 1 �t L �I m MASTER izo �.,,•� IIB=ROOM I --- I POSTABOVEI CEILING JOISTS i i 101 Door Ta g BEDROOM Qw 1J3 1' I 115 I I LOAD BEARING WALL I = - oo MST R I I I I i I rl I I IIN II m 1 114 d BAT RO I I 21 VIII I REF I I Window Tag KITCHEN ,. 101 NEW 2X8 CJ@16"0. . I 11111 x w I I I } I — 3 1/2"x 9 1 2"A.P.B. MASTER11 11 „ ® Section X, --_ --1 TS-1— — CLOSET I = � ' > IIIItm ----------------� ' ---- - 1 Sheet A-XXX `v I CEILING JOS I --I oCN I III ��---�T------------ ---- �t- I I �_ POST ABOVE I I N � 1 � "1 a II II fh p 3 CEILING JOISTS A.P.B. > 19 I VIII I I I POST ABOVE I o I — --� —1 -- — - I 3t DRAWING ISSUE DATES Construction Progress 11/30/15 Cost Cut Client Meeting Set 3/10/16 Cost Cut Pricing 3/23/16 Bid Set Progress 7/7/1E 92'-11" Pricing&Permit Set 7/29/16 b Construction Set 00.00.0000 9'-5 1/4" 9'-5 1/4" 9'-5 1/4" 9'-5 1/4" 8'-2 3/4" 8'-2 3/4" 17/8" REVISION DATES r___ _ T I I I I I I I I I I —_ —_—•—T: �— —_—_— —_— NEW 2x12 STRINGERS ; NEW(3)2X10 ACQ @ 16"O.C. L_ _ _ J L _ _._ _J L_ _ _ J PT GIRDER L _ _ __ J L__ _J NEW 2x12 STRINGERS C3 I—-�-�-- @ 16"O.C. 0 N 6X6 POST -' GISTERF ON 12"SONOTUBE SET 36" INTO GRADE j I ON 24"x 24"x12" FOOTING c i I j R'fL Zi Q '�7(. ,I O 15'-3 1/2" 6 1/ 22'-5" 22'-0" 16'-4" z I 16'-4" -- NEW 2x8 ACQ LEDGER LAG TO RIM JOIST '— w/ 1/2" II II GALVANIZED LAG BOLTS @ -16"O.C. —— IRD-VIDE—COCTES AlER , — 1- � —_— —_— —_— ' '.}'.u;+.+ r��« '.4'... .+F {.a. •r;,+r t •x�; ".:i':t ",<•e.;..t,.' .�,:...;e!; ti'. a.'',,.f {iII —II�—_—•—_ _—II I —I • I —•--•--'II -I�__——_--_---_—-Ir— III Drawing Legend:NE�32X10 AC PT GIRDER r I •.� UN L ____ J L__ _J O L ——_—J __ —J I I Wall To Be Removed NEW CRAWL SPACE C; EQ. EQ. X ( Wall To Remain PROVIDE CRAWL SPACE VENTS I 2" PC SLAB ON 30 MIL POLY 6X6 POST NEW 8" PC FOUNDATION BEAM POCKET FOR "' I Cel PER R 408.2(TYP.) I I VAPOR BARRIER U _ ON 12"SONOTUBE SET w New Wall WALL ON 8"X 16" I I GIRDER-GROUT SOLID I f " 10 FOOTING-SEE DETAIL �: 3 cn 36 INTO GRADE ON 24 x m New Foundation Wall ,. I w o I " ti 0 24"x12" FOOTING I¢ _------_ Lines Above -----------M ------- ---------i j z I '}':I I o I o Li ------------ Lines Below NEW 2x I 8 ACQ LEDGER LAG TO RIM JOIST o— — ———— — -- I I w/ 1/2"GALVANIZED LAG BOLTS @ 16"O.C. 13 -- ,r: I I a- w Guidelines I PROVIDE COMPOSITE SPACERS O Z r I M 0) _ _ — — — — — — — — — — — — LL- — — — — - Fence I •.. I _ _ U - .. A_ w _—_—_ •.i Q 0 i. _ .i r I I O 77w I o 101 z Door Tag I I NEW 3 13/4" X91 211 U 0 I I I REMOVE FLOOR JOISTS LVL GIRDER I O 0 0 N I J FOR NEW STAIR �� _J = NEW 2x8 ACQ LEDGER LAG TO RIM JOIST oc� Z w/ 1/2"GALVANIZED LAG BOLTS @ 16"O.C. o I I OPENING ml N @ _ PROVIDE COMPOSITE SPACERS I 101 Window Tag NEW 8" PC FOUNDATION I ? I - NEW ACCESS OPENING POST ABOVEWALL ON 8"X 16 I l LCL I (IQ :r— ---�—i ---- > -----------�I x:r II t Section X, FOOTING-SEE DETAIL M SheetAXX XW X ------ . - POSTABOVE '' I ----� ( _ Iz ��E ---------REMOVE& RE-LOCATE 0 N - - � Detail Tag EXST. BOILER&WATER TANK X NEW 3 1/2" DIA.STL PIPE COLUMN U) I� SIF I �. ON 30"X 30"X12" PC FTG.(TYP.) \ I I I w ��— —�1I ,�- - �. - I ; • I Elevation Tag �o�'�m z_z NEW 3-1 2" DIA. I x J I I z x i l I�----�I I w / f I STL PIPE COLUMN O Interior Elevation Tag N NEW ,n EXISTING(3)2x10 DROPPED GIRDER II �) — 0 0 _ a ON 30 X 30 X12 PC FTG. I x xxx x I— 3 13/4"X 9 1 2" LVL _ ,I. ------------e-----•—-----�—-- —-JL—_ DRAWING ISSUE DATES Construction Progress 11/30/15 Cost Cut Client Meeting Set 3/10/16 Cast Cut Pricing 3/23/16 Bid Set Progress 7/7/1 E Pricing&Permit Set 7/29/16 Construction Set 00.00.0000 NOTE: ALL ROOFS TO RECEIVE NEW ARCHITECTURAL GRADE ASPHALT SHINGLES REVISION DATES -----i r----+> o ° E- I NEW GABLE ROOF U I i ' I IW I I z l I z I I O I 0243a 10 I I l S�q�OF N � I �: I I w l I W I I z I I z I I I I I I I c3 Drawing Legend: Wall To Be Removed 10 a ,��� Wall To Remain 42 New Wall j NEW 2x92 RR 16°o.c. NEW 2x12 RR 16'o.c. /Q, 01. � VJJ New Foundation Wall 6 I `�F N ------ Lines Above NEW2XIORROWo. . ziNEW 2X10RR016'o.a ------------ Lines Below 0 I I _ ------- — Guidelines Cr CL - Fence x Door Tag �Q I I r? p� N b� SLOP I ( � NEW 2 X 8 RR O 16'o. / z x 2 ( O SLOPE SLOPE" Z i �'j __� 101 Window Tag 401,00 !L6 Z I � x �-� a �j I •�J►— —� Section X, �` I a2 :LOPE SLOPE ck� w� o �� Sheet A XXX Z ? Z i �—I 17 Detail Tag r? 00 x I cr_ M p'' C9 W z N I x J I '' � F. Elevation Tag SLOPE �/.o z X Q♦ xxx�- tY, i �Q j \ 4�i x X Interior Elevation Tag 1 NEW 2 X 8 RR 016O.C. _ DO"STING-R1111GE TO REMAIN �� W `y RKEW2 X 10 RR+I�16'o.c. x -300 FASTENED W EXISTING RIDGE TO REMAIN W EXISTING g EXISTING I g 8 CHIMNEY V) I I et EXISTING RIDGE TO REMAIN I I m �— z .,� W I a a I W ,.. NEW RIDG AF FASTENED]TO z EXISTING U. Z z z I M E R Y L K R A M E R `ry1 i Z Off " !- W \ a r c h i t e c t '� U. NEW 2 2x4 POST SET ON C.J.BELOW(T(P} NNz , I A 4 ( �10 z 21 3 E . FRONT STREET 2 Z � POST OFFICE BOX 683 NEW(2)2x4 POST—/// OST fi SET ON C.J.BELOW(TYP) GREENPORT, NY 11944 Iyi to $ I W I ` ( 6 3 1 - 4 7 7 - 8 7 3 6 m I< a r c h i t e c t c o m MX NEW 2x92 RR 0 16'o.c. NEW 2x72 RR 0 16'o.c. I I Crea-Greco Residence j 2765 Elijah's Lane I I Mattituck NY 11952 a----J I-----� Roof Plan 1 Roof Plan All Drawings Printed on 11x17 Scale: 1/4" = 1'-0" Paper Scale is 50%Scale Above A-102 © 2016 Meryl Kramer Architect All Rights Reserved DRAMING ISSUE DATES EXISTING BRICK CHIMNEY Construction Progress 11/30/15 TO REMAIN Cost Cut Client Meeting Set 3/10/16 Cost Cut Pricing 3/23/16 Bid Set Progress 7/7/1E Pricing&Permit Set 7/29/16 Construction Set 00.00.0000 PROPOSED ENTRY ADDDTION REVISION DATES BOARD AND BATTEN SIDING i --j- 'a. 7 -Tv�;. r' 'i.F S`-:�,'-:;i __'__ _'.._.J_' X..T-:✓r .. -, .. , .. .. ,-... ... ...1 - 1 "., ,. ..�...7 ....1... .- .....A ..- ....? .....X.... ..,E:."... A:....... ._.7_... 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NEW BOARD&BATTEN SIDING Crea-Greco Residence NEW FIBER CEMENT LAP SIDING 2765 Elijah's Lane B B B Mattituck NY 11952 _J --LU NEW WOOD ENTRY STAIRS NEW WOOD DECK&STEPS Elevations All Drawings Printed on 11x17 PROPOSED Paper Scale is 50%Scale Above BEDROOM ADDITION (DWe- st Elevation A-201 Scale: 1/4" = 1'-0" © 2016 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Construction Progress 11/30/15 Cost Cut Client Meeting Set 3/10/16 Cost Cut Pricing 3/23/16 Bid Set Progress 7/7/1E Pricing&Permit Set 7/29/16 Construction Set 00.00.0000 REVISION DATES PROPOSED ADDITION EXISTING HOUSE �G\STERFO PROPOSED ADDITION RYL R �0 C, g PROPOSED GABLE ADDITION - .01 IV , O02P YORE NEW STRUCTURAL RIDGE EXISTING ROOF FRAMING &CEILING JOISTS NEW RAFTERS TO REMAIN 12 12 LINE OF EXISTING RIDGE w/CLOSED CELL SPRAY INSULATION TO BE REMOVED Drawing Legend: R-30 TYP.ALL R.R. 10� �10 NEW RIDGE _ _ _ _ _ _ _ Wall To Be Removed NEW DECORATIVE RAFTERS LINE OF EXISTING CEILING JOISTS Wall To Remain �,.,. . . %! TO BE REMOVED NW ------ ew all NEW RAFTERS "\ --- -- New Foundation Wall IE 11 IIII IIIII( iIIlt 1II! "� ll 11 II II (k II Ik II II II II itI 1I1I H1 II(I( I1III1II IIIIIIII INIII / IIII �' I �' s�� I �" 1I1I IIII 1N1 IIII 1II1 IflI II 11 II II II I( II 11 ,.II 11 {I ' --------- Lines Aboveo v ew/CLOSED CELL SPRAY INSULATION IR-30 TYP.ALL R.R. , 1I I 1II II 11 I w/CLOSED CELL SPRAY INSULATION -- - --- - Lines Below R-30 TYP.ALL R.R. GuidelinesNEW CEILING JOISTS II Fence �'� � �� II I1 ISI II fl II II II II Il II kl li II I1 (I Il II II II II � II II II II 11 II I( II II II II II II �"�I 11 fl II NEW CEILING JOISTS Door Tag_ � II li ll II II 11 II II II II II II II �:�I II II Jy.' 101 , -- ~� ��"� II I( II II 1( II II II II II II N II II f( II it I1 �; II II II !I it II II Il II II 11 kl ..I II �` If It If % . ". i __ 101 Window Tag AXXX Section X, Sheet A-XXX KITCHEN GARAGE {" TYPICAL NEW FLOOR: HALLWAY GREAT ROOM x Detail Tag 3/4"WOOD FLOOR TYPICAL NEW FLOOR: ON 3/4" PLYWD. 3/4"WOOD FLOOR x Elevation Tag ON 3/4" PLYWD. ON 9 1/2"TY @ 16"O.C. Ll I NEW POURED CONC. ON 9 1/2"TJI @ 16"O.C. MASTER BEDROOM / GARAGE SLAB x NEW FOUNDATION WALL: - - - ON GRADE 8"P C iTa Interior Elevaton g MAE EW N _ 5-112"x9•.1/ BG SLAB 2"A.P. .. ;, -EXISTING x xxx x GRADENEW A.14 AP:B. NEIN 1NOOD FLOOR Id. lI .'TO REMAIN .. ON EXISTING.FLOOR FRAMING-.. NEW CRAWL : .I . . .. ..:. SPACE - . " � NEW BATT INSULATION �" z - . . . . .. .. GRADE NEW -- ch 1-7 EXISTING BASEMENT TO REMAIN' II M E R Y L K R A M E R a r c h it e c t — 2 1 3 E . FRONT STREET — POST OFFICE BOX 683 — - GREEN PO RT, NY 1 1944 6 3 1 - 4 7 7 - 8 7 3 6 I k a r c h i t e c t c o m (D—B uilding Section Scale: 1/4" = 1'-0" Crea-Greco Residence 2765 Elijah's Lane Mattituck NY 11952 All Drawings Printed on 11x17 Paper Scale is 50%Scale Above © 2016 Meryl Kramer Architect All Rights Reserved =ti' ------------- LLJ ----------------------- ---- ----------- -! i t" I I- I I t DRAWING ISSUE DATES Construction Progress 11/30/15 VENTHOOD Cost Cut Client Meeting Set 3/10/16 Cost Cut Pricing 3/23/16 TILE-36 SQFT Bid Set Progress 7/7/1E I Pricing&Permit Set 7/29/16 I I I.. ........ _..--- Construction Set 00.00.0000 KITCHEN REF — , REVISION DATES -------- ..__._..—_.------ _. , I I A400 , I I ! I I I 1 ,.- ---- ----------------- --------- ----=---- ---- WALL OVEN - -- — I G STER - - - --- -— --- ---, --- -- --- - -- -- — �� 000 0000 - -- - ----- WALL OVEN L ——————-- !802 O� 1 7/1 V6)N YOB I - - i 2" V-8" 3'-6" 3'-0" V-3" 3'-0" 1'-3" 3'-0" 2'-6" 2" END PANEL BASE CAB. END PANEL 110l I z PANTRY REFIGRERTAOR BASE CAB. BASE CA . STOVE ASE CAB. BASE CAB. WALL OVEN CAB, I I _ I J 4 A400 3 2 A400 1 Interior Elevation Interior Elevation DrawingLegend� 1 Scale: 1/2" - 1' 0" 2 Scale: 1/2" - 1'-0" - - Wall To Be Removed I = 5 Wall To Remain CO New Wall I U-1I New Foundation Wall I = I ------- � Lines Above ---------- ILines Below , I ------- —• Guidelines UJ i Fence NOTE:I I 101 Door Tag 8 SEE CABINETRY DRAWINGS BY CABINETS PLUS FOR FURTHER INFORMATION 101 Window Tag I WALL ______ u„ i r OVEN Axxx section x, ---- Sheet A-XXX LJ Detail Tag i.• l x Elevation Tag PAINTED GWB TILE-6 SQFT X<�x Interior Elevation Tag .i„{,'dt+',., �'^s�"i�rJ€evo<.. ;"`rvr'::.x,"`,a: � \ � \: ♦ � `"` �� .,'y.�.�,..;Vii:,.: ,` ..': `~R''•'eFY*"'4: �; '�ii�fi?. / \ \ � yYt'f'.,:e:`,r?�, �+roh�'.��.:,;;', �j .'7 ;"ti \``s \y sx.2+;..�;�,•, ,�;kyr, M E R Y L K R A M E R =OPENING TO DINING ROOM - — - F: '.'.H: ' `` a r c h i t e c t _y x, r :'.,,i ,.>.;,<. :i?',.i.Gr." :`e2.:" ,✓'.{.,><.* ,}.,,«;Y4"', ,, kC.,aabka' +, \ - o a. - :,`l'.��.a, IL 213 E . FRONT STREET >-•fir °5Y)': `?;^Pz'r�`;-W;P,'' � ''»2� :+%; .3;.,{ — ;e t v 5;+ ,hP ry� POST T d 6 e >.,c. S OFFICE83 3r' « .k,,, ..., ,':;':.:::Y". ::,�"',:,;, .,..�'�',.' 4,r-Y'�C< \ \\, .:';'i),�.r„Lia};,'�,,� {�{y: ;2P3')' �y>✓ ��-'3r+r:", ).:2 t.Pd i' ;5'xrry�;< � � y \ ;J+W", f�`{"�.✓�"1P: \ ( \\ f..: 5.`ya' 4�•,,', < 5 \ "3 GRE ENPOR >t:xJ 5'fi _�. T NY I 1944 y \ C �v ; 1 ! f3: 4.. \ ,><... 6 3 1 4 7 7 8 7 \ 3 6 s:. : ; k �^ m k a r c h i t e c t c o m / 3•� t 824 t BASE CAB. DW. SINK BASE TRASH PANEL PANEL PANEL PANTRY CAB. [PANTRY CAB. PANTRY CAB. Interior Elevation Interior Elevation Interior Elevation 3 Scale: 1/2" = 1'-0" 4 Scale: 1/2" = 1'-0" 5 Scale: 1/2" = 1'-0" OPEN SHELVES Crea-Greco Residence TILE-19 SQFT 2765 Elijah's Lane Mattituck NY 11952 ::µ4:" .•.fi, :;o-4 r s.,�.'-;,v...t."$ x, - Interior Elevations n or 3," +. -- ------ -------- ---- ------ All Drawings Printed on 11x17 4 a Paper Scale Is 50/Scale Above ............ ; r' \ p pp / �p A-400 \ / ICE © 2016 Meryl Kramer Architect ISLAND BASE CAB. SIDE OF PANTRY CAB. All Rights Reserved Interior Elevation 8 Interior Elevations Interior Elevation 7 Scale: 1/2" = 1 1'-0" 6 Scale: 1/2" = 1'-0" Scale: 1/2 = 1'-0" STONE/COMPOSITE THRESHOLD (T.B.D.) PNT.GWB. WALL TILE-25 SQFT WALL TILE-40 SQFT PTD. GWB.- -- WB. WALL TILE-40 SQFT k - - - - ---- ----- --- 1. T. ...._1......._.._L.....1.._.I_...1 ` ---.L-..... - - .:.-I a E --- -- DRAWING ISSUE DATES I i ' l ---- - . _I I D . r.. - WALL SCONC � f l ---,-- I - . - - .� BY OWNER T 1 ( , T 1 - - - I:: 1- I- �- - - Construction Progress 11/30/15 - 1 Cost Cut Client Meeting Set 3/10/16 ;w Cost Cut Pricing 3/23/16 } 9 7/7/1 E--�--- -- -...__ Bid Set Progress I ` Pricing&Permit Set 7/29/16 Construction Set 00.00.0000 FLOOR TILE I - •. . - -. - " . - - .- - , 83 SQFT 3/4"STONE COMPOSITE \ REVISION DATES - r - RECESSED MED.CAB. -,- - '. FLOOR TILE JAMBS&SILL(T.B.D.) TOWEL BAR - - R BY OWNER BY OWNER 32 SQFT _ _ _ _ _ Q . .: - - - W i -- ZT -' --- --T _.. _..- A401 6 I Ida Y° -- T- -r - ----1-- I -1 -1 - - - - a 1- i----• 1 - -1---- --1- -- -I I 1 Z - - m: r :M. --_T_-- T i . I A401 a 1----L 1 1 r -T-r [- - 1 -I.. -_ - r I - ......1 .._.. T - - - 1 L ...._.s.... L I ___...._..,.....__ -=r <, i , T I -1--r I- -1 --1 :[ _ = _- 1.. 7- -I-'- -—-' - L -T�_- -1 -1_ZT_.1.__Z_ 1 1 _I / f T_T _ 1 1 T f r1, - -1--- -_-- - L -L - - - - I - 1 -r - - --- -- T WALL TILE-9 SQFT -` u - --,-.5 1 1- - -- I 1 I i s r------ TP. HOLDER - <......:.:,:; ..: BY OWNER Z _. ( I ;f, _ ) t ------- -1 " - - - I OR TO HAL DO L VANITY BY OWNER "i4 Interior Elevation - BATH 1 Interior �Ievtion - BATH 1 Interior Elevation - BATH 1 Interio�/2 vation - BATH 1Scale: 1/2" = 1'-0" Scale: 1/2 -0" 3 Scale: 1/2" = 1'-0" 4 Scale: 1'-0" <1 *u: STONE/COMPOSITE Drawing Legend: THRESHOLD(T.B.D.) : _ _ _ _ _ _ _ Wall To Be Removed Wall To Remain 13 Partial Ke Plan - Master Bath & Bath 1 New Wall Scale: 1/2" = 1'-0" PTD.GWB. New Foundation Wall PTD.WD.CABINET -------- Lines Above w/ADJUSTABLE ------------ Lines Below SHELVES -•---•-•-- Guidelines ------------ Fence SQFT WALL TILE-55 Q WALL TILE-31 Q � O Door Tag WALL TILE 30 S F SQFT WALL SCONCE- BY CONCE BY OWNER - -" - -- - --y- - - --- - :�- �- 101 Window Tag --I-- - - '� 1 T� - - -- �� I PNT.GWB. [ T_ EQ -4' �-i EQ:r -1 ` tion X «« Sheet A XXX ----- ee T__._ .. .t. ._ .. .. .... .,. _ .. _ FRAMELESS GLASS 1 I -- -- - i..... I.............�:....................(�.. .,....�,.....«,..,.....«�._i.........,......._,,...«.._ ,.,...... .... I I-- ------------------1-----------'---- --�----- --- ----- - Detail Tag RECESSED MED. CAB. 1 __I_...__..._--..__ _.. -T- SHOWER DOOR&PANELS _.-.-------------__---1 -t---__—L- _--I-- --_ T__._...._ BY OWNER - - .I_..,..I........ ---------------- ---- x -- - ..... - - - - Elevation Tag 1 1 i i . . I ---r-- j 1 . 1..._ — - -------- - -- - KS a i TOWEL H00 • BY OWNER PTD.GWB. - l L r T ----- - - ~ - --_---- - --- ' ----- - Interior Elevation Tag - _..._.._........ _ _ ......._... _ _..... - <� t -- - ---- .a . .l. r . ._. TP. HOLDER ; x �/ x _ 1 L I - - I� BY OWNER x TOWEL BAR 1--- - ------- -- - - , _. ___ Il _ _... .. _ __ BY0 NER -' l L B. -- -1- - - - L PNT.GW - - T--T-T-- 1 - 1 I - - . . . .. - - ----- T 1 __ - 77- 1 1 ��-1 «« —I_... ................._......___ _ « ____ - - -- - - - -- i i .L` ----------- ----- 1 --- ----1 -I------ 1 _-- 1 - I - t .- :. .1 : . _., t _ - T I 6'-0" D RTO M. BEDROOM VANITY BY OWNER M E R Y L K R A M E R Interior Elevation - M. BATH 7 Interior Elevation - M. BATH $ Interior Elevation - M. BATH a r c h i t e c t 5 Scale: 1/2" = 1'-0" 6 Interior Elevation - M. BATH Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" 213 E . FRONT STREET POST OFFICE BOX 683 GREENPORT, NY 1 1944 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m PTD.GWB. WALL TILE-34 SQFT WALL TILE-40 SQFT WALL TILE-44 SQFT Crea-Greco Residence STONE/COMPOSITE 2765 Elijah's Lane THRESHOLD (T.B.D.)) PTD.GWB. .• i._....._i....' _..........L_.... _......L_..... 1 _L. . ... i ------[----- 1.... - I_... .... I - 1 -:::1::::.-:�-- T:::1- - --1 __f WALL SCONCE Mattltuck NY 11952 1 1 r _ I I BY OWNER ` ---_-� - ' ---_i ;. 7--- - �. ... _ I w.,,.. --- -- -- y' _ _.._..-_.._ RECESSED M , �-- - STONE/COMPOSITE - BY OWNER SHOWER SHAMPOO NICHE _ _ «-«.- CORD.SIZE w/TILE(T.B.D.) FLOOR TILE TOWEL BAR / FRAMELESS GLASS _ __ _ 9 13 SQFT _ SHOWER DOOR&PANELS -1 - --°- -- - -- TOWEL BAR BY OWNER -----__ i . BY OWNER -- .._.. FLOOR TILE 2 A401 10 �L__-....._._ _ a«..«..:..«««.L«_..«.._.«..... '...«..,........ 30 SQFT -- --- -- - -- - «.T:_ Interior Elevatlons i i- 1 _- 1----1 T - L 1 I �-L..1 — T _ .._._I ... J ... ..-..._.i. - I I ----1----- -I .... :' " "I" �- -I- - I- T -- All Drawings Printed on 11x17 .... -- 1 1 - -�- - - 1 �--- '` 1. 1. . . l. .... ................... I I -=- - -I- �� -h -T -r- -I [ T :I Paper Scale is 50%Scale Above I T 1 _._I_.... _T_...._ ..- .. i 1 ..f J_.... 1-----T._...I: ::1 -T- -I- - [._..._.....L__ -'-z- 1 . -- - T p :::. - _ _:. . _............. . __....... _ - -- - WALL TILE-22 SQFT 1. 1 — --- 7.-...._ ' :.: - - 1 i . T..... . f.. - -T -rte - 1- T - J _... . _ _ T _ TP HOLDER - -- v, i-� BY OWNER a. -i.__ -�__ I -r --- - J J r ' , r' .......I.......... A-401 I RECESSED MED.CAB. SOAP NICHE DOOR TO BEDROOM 3 2-0 © 2016 Meryl Kramer Architect All Rights Reserved VANITY B.O. Partial Ke Plan - Bathroom 2 Interior§Ievation - BATH 2 Interior Elevation - BATH 2 Interior Elevation - BATH 2 Interiorlevation - BATH 2 Scaler 1/2" = 1'-0" Scale: 1 = 1'-0" 1 Scale: 1/2" = 1'-0" 11 Scale: 1/2" = 1'-0" 12 Scale: 1/2" = 1'-0" DRAWNG ISSUE DATES Construction Progress 11/30/15 Cost Cut Client Meeting Set 3/10/16 DECORATIVE EXPOSED RAFTERSBid Set Progress 7/7/16 SPEC|ESlB.S. Pricing&Permit Set 7/29/16 onstruction Set 00.00.0000 1xSPTD.WAINSCOTING CEILING REVISION DATES or N PTD.GYP. STONE TILE SURROUND & HEARTH MATERIALT.B.S. Wall To Remain NewWall ZZ z New Foundation Wall PTD.WD.CABINETS w/SHELVES Fence ,VN RAISED HEARTH TOP MATERIAL T.8.S. ----------------------- Window Tag Section X, 4>x Interior Elevation Tag 213 E . FRONT STREET LAUNDRy/K8UDR00K4 STORAGE/PANTRY POST 0 FFICE BOX 683 GRE EN PO RT, NY 1 1944' SHELF SHELF;' SH ELF: SHELF -Greco Residence 014 Crea 2765 Elijah's Lane SHELF- SHELF J Mattituck NY 11952 PTD.WD. BENCH ILL lJJ LLJ RECESSED BENCH BASE LLI WASHER D)RYER ------------ DOORTOCLOSET DOOR T0CLOSET HAMPER BASE CAB. Interior Elevations All Drawings Printed on 11x17 I�ne I e�vt i?�n - E�nt �Fo y e�r In e ri r �Ievt,�i?n - �Laun�d /M�ulro�om 11�Sto�rae/�Pant� 5 Interior Elevation - Storage/Pantry Paper Scale is 50%Scale Above A-402 (� 2016 Meryl Kramer Architect All Rights nese""o ASPHALT SHINGLES OVER 30# BUILDING FELT ON 5/8" PLYWOOD SHEATHING DRAWING ISSUE DATES 2 41 - - - }' Construction Progress 11/30/15 Cost Cut Client Meeting Set 3/10/16 ALUM.GUTTER k7J! Cost Oi Pricing Progress 3/23/16 B /16 {< Pricing&Permit Set 7/29/16 ,.. Construction Set 00.00.0000 12 ,.. +/-51/2 ,;,_:::'�--- - - - 'z, `./ MATCH EXISTING REVISION DATES (V.I.F.) irof IJJr: ,.,� -4 ASPHALTSHINGLES OVER 30#BUILDING FELT sl' ' '{� z s _ ________ LINE OF _ s z , ON 5/8" PLYWOOD SHEATHING h - N - 1x VERSATEX FASCIA BOARD 6 T.O.CEILING JOISTS / 4}. 1 s z :f OPEN CELL SPRAY FOAM „? INSULATION (1330) rr ALUM.GUTTER 00 X a _ �� HORIZONTAL 1x6 PTD WD BOARDS s z '. N z N Q OVER 5/8"GWB O Q :t �' NEW BOARD& BATTENSIDING: A z s W:.:. ,,; 1x2 VERSATEX VERTICAL BATTEN RAFTERS — _ `l 0 z --------- WO00 OD SPECIED T.B.D. V OVER FIBER CEMENT VERTICAL BOARD z I EXPOSED DECORATIVE 0 y cC7 E F w/ 1/4"GAP OVER 5/8"GWB } BOARD& BATTEN SIDING 1x VERSATEX FASCIA BOARD ;_ 8"OPEN CELL SPRAY ;, '. --------------LINE OF EXISTING � � I HORIZONTAL BATTEN w/ BEVELED TC {' I 1 I I @ BOTTOM OF GIRDER FOAM INSULATION (R30) `"•t 2x4 STUD WALL I VERSATEX 3/4"x 5 7/16" PORCH CEILING I I VERSATEX 3/4"x 5 7/16"SOFFIT ; Drawl I (WPG T&G PROFILE) at V-GROOVE PROFILE FACE UP I I ng Legend: (WPG T&G PROFILE) ;ft 5/8" PTD GWB FOR FLAT EXPOSED FINISH I I I r; V-GROOVE PROFILE FACE UP $ a I I I I : _ _ _ _ _ _ : Wall To Be Removed - FOR FLAT EXPOSED FINISH * EXTERIOR F, LIVING ROOM wall To Remain s•; {� INTERIOR VERSATEX BOARD @ B.O.GIRDER w/ REVEAL EACH SIDE � I ' ' I New Wall /� 1. •: 3s t. New Foundation Wall EXTERIOR INTERIOR _- ..-... � -------- Lines Above ! LINE OF 6x6 POST -------------' I I I I ------------- Lines Below '7}} WRAPPED IN VERSATEX FIBER CEMENT BOARD 0_�ALL SECTION @GABLE ROOF I I —•-------• Guidelines ale: 1 1/2" = V_O. ' � ------------ Fence I , 101 Door Tag 101 Window Tag 3 WALL SECTION @ COVERED PORCH GIRDER Xf EXTERIOR WALL OF HOUSE Scale: 11/2" = 1'-0" --� Section X, us w/CEMENT BOARD LAP SIDING j " Sheet A XXX r �� Detail Tag FLASHING AS REQ. NEW EXTERIOR WALL CONSTRUCTION: FIBER CEMENT LAP BOARD `' :, Axxx Elevation Tag ON WATER RESISTIVE BARRIER };% 1x TRIM t ON INSULATED SHEATHING t' OVER LANDSCAPE FILTER FABRIC ON 2x6 WD.STUDS @ 16"O.C. xx Interior Elevation Tag w/ R-19 BATT INSULATION >} ���/// t x ALTERNATE 4x NEW EXTERIOR WALL CONSTRUCTION:'- =Ill=1 11=1 I I—III-1 I If FIBER CEMENT LAP BOARD I—I 11=?% ACQ FRAMING BETWEEN POSTS ON WATER RESISTIVE BARRIER 1„ J, ON PLYWOOD SHEATHING II T(II ON 2x6 WD.STUDS @ 16"O.C. mill L=1 5 1 m w/ R-21 CLOSED CELL �(_I I = 1 SPRAY FOAM INSULATION I—) FIBER CEMENT LAP BOARD SIDIN -- M E R Y L K R A M E R OVER MARINE GRADE PLYWOOD o NEW FLOOR CONSTRUCTION: %< f $ a r c h i t e c t 3/4"WOOD FLOORING ON 3/4" PLYWOOD SUBFLOOR ON FLOOR JOISTS n; (SEE PLAN FOR SIZING) { 21 3 E . FRONT STREET 4 ACQ LEDGER& FRAMING ;? POST OFFICE BOX 683 R-30 BATT INSULATION DISCUSS w/ARCHITECT IN FIELD 3/8" 3" 3/8" GRE EN PO RT, NY 1 1944 :r} 1� o frS 6 3 1 - 4 7 7 - 8 7 3 6 1/2 THICK 4`S INTERIOR MULL COVER INTERIOR m k a r c h i t e c t c o m 2-#5 REBAR ° ' line of sill 4 ' 1/2"X 12"A.B.@ 32"O.C. l —line-of head_casing W/3X3 WASHER o I{ 00 W ll# UUoO PARGED CONCRETE SMOOTH FINISH ;:: @ ALL EXPOSED FOUNDATION SURFACES _ - -- z=11", j NEW 4x4 POST SET ON t'> (2)2x STUD POST { 77 ,"`` ' I7"` .=- 1.11", ''� ° 10" POURED CONC.SONO TUBE �? w/ EXTERIOR SHEATHING -. .. , .• . ,. . .... � Crea-Greco Residence NOTE: w/POST BASE ANCHOR EXTEND SHEATHING CRAWL SPACE/ BASEMENT SET ON 20 x20 x10 DEEP FOOTING `� ° E �� �� �� ' 2765 Elijah's Lane �I OVER FOUNDATION WALL � " �.', " , q Dm*W" TO OBTAIN 8" MAX EXPOSURE - '-a=.,,','. :'_. :'' q o — — — — _lin-e-of-s-n-ap—on head casing Mattituck NY 11952 line of snapon sill @ ALL WALLS o 4. 4 z: FREE-DRAINING BACKFILL ADERSEN A-SERIES EXTERIOR SNAP ON MULL COVER / 4 1 4.. c? °�© I 1 IIII ° alz ° Building Details =IIII=IIIIIIIIIIII=IIII=1111 ' ' ` III—IIII=IIII=1111 d4 q ., EXPANSION JOINT 4 � - a ° � _ WINDOW PLAN DETAIL iv a 4 Scale: 3" = 1'-0" All Drawings Printed on 11x17 a Paper Scale Is 50%Scale Above <, 2-#5 REBAR I °. g — — 4• 4 — l 1 iq !I"ytywl i j l III III,IIII=IIII ,II1IIi 'I i"I =I 1I ,1' .. � I `4 fIr�fijlMr1l Ell A-500 IIII=I: i=lli-ll1 II �- �� 11 II II. II s 1" 11' "II .IIII - II lI 1 "IIuI: 11 �=:�I�. 1,II .1111 = :IIII=IIII=IIII=IIII=IIII—IIII—IIII—IIII Pill=IIII=IIII=IIII ° 111 IIII � -�1I-=II1 ==II 111= III 1111 IIII 11 X111 =111 = III III III II IIII III ll11 11 Jill 11 1111 _1 it -11ll ;Ill 1i1 .111I 11.i1. 1 Il Ill l illi". IIIl .li f 1:11.1 © 2016 Meryl Kramer Architect WALL SECTION @ PLANTER All Rights Reserved 1 WALL E TION @HIP ROOF 4 Scale: 11X = 1'-0" Scale: 11/2" = 1'-0" DRAWING ISSUE DATES Construction Progress 11/30/15 Cost Cut Client Meeting Set 3/10/16 Electrical Legend Cost Cut Pricing 3/23/16 Bid Set Progress 7/7/1E Pricing&Permit Set 7/29/16 Single Pole Switch Construction Set 00.00.0000 $ Single Pole Switch With Dimmer REVISION DATES d $3 Three Way Switch Duplex Receptacle Outlet 4 Quad Receptacle Outlet =Q� Duplex Receptacle Switched Outlet ® Appliance Receptacle Outlet v 221 v 220 V Receptacle Outlet wrt�L =@_GFI GFI Duplex Receptacle Outlet r C, Weatherproof Duplex Receptacle wR Outlet RAISED DECKY8p2 ® Duplex Receptacle Floor Outlet: Waterproof Ceiling Fixture 3 NEW 6x6 P.T.POST WRAPPED IN 3/4"VERSATEX (� r-- -- - -- ----------------- FM TT I NEW 5 1/2"x 9 1/2"A.P.B. I _. __ .--. --- ---------------- ecesse Ceiling Fixture ___ __ NOTE• j I Drawing Legend: - Surface Mounted Ceiling Fixture COORDINATE WIRING m COVERED I _ _ _ _ _ _ _ FOR UNDERCABINET LIGHTING I ¢ I PORCH Wall To Be Removed Surface Mounted Box for Hanging w/CABINETS PLUS I N (WOOD CEILING) ° I Wall To Remain Pendant g DINING AREA I rn l N I I ------------------------------� EG. -0" I x l I I New Wall Q Cabinet Fixture I __ I � I X I I New Foundation Wall I ------- Lines Above Wall Mounted Fixture I ---- --- ---- - - -- --- - -- --- - - --- ---- ---- 3 ---- ----- �,TT -- - --- --- - z W ------ --- --- fines Below - - - --- z I -•--- - - Guidelines Waterproof Wall Mounted Fixture I co --- - ----- - ---------------- wR I q - d3 d4 - - - - - Fence -- lal _ ---� D LL I A B I --F� Telephone Jack I �^ TOB T _-_- wR I i 101 Door Tag ! LIGH MASTER I TV TV Jack-CAT6 cable _ _ BATHROOM ! I 101 I _ A KITCHEN REF I Window Tag I Computer Network Jack I MASTER - - -- B I BEDROOM — ; BAT '�Axxxj- --r Section X, MASTER '-F ROU ---- ( SII Sheet A-XXX ® Thermostat CLOSET ; z2ovl I A ____---_ _.._._.. - - ---- -__ i v L� Detail Tag �- Cable Connection lq� A LL I - I F--- I x sc Smoke/Carbon Monoxide Detect I `_--____ _ i Elevation Tag LIN. LIN. Cf) - I GARAGE ❑A Alarm Key Pad I I x xxx x Interior Elevation Tag 3 A A A - ---- x ® Floor Mounted Up-Light j HALL I B B I ® Exhaust Fan I 3 I I I _ LI ING ROOM I I 0 Recessed Step Light I (� Undercabinet Light i J ( B B - I Ceiling Fan WALL I I y C OVEN ( I O0 Central Vacuum 4 ---J I M E R Y L K R A M E R I BEDROOM 3 BE M 2 I a r c h i t e c t _ I , 3 MUD/LAUNDRY ROOM STORAGE SP Wall Mounted Speaker I J I _________________ I I B g ------------, I BATH q - I A I ROOM 2 --- I - -// I ---- ---- -^- - -----_ --- - , I 2 1 3 E . FRONT STREET C - -- M --__--- , i POST OFFICE BOX 683 ------ -- -- - -- ,; Washer �iIR Dryer ; GREEN PO RT, NY 11944 I ---------------------- I I � 4`----- �---—---E ' Jil 6 3 1 - 4 7 7 - 8 7 3 6 ---------------------------------------------------------------------- ENTRY RCH -- - - - I ------ ------- -- -------- I m k a r c h i t e c t c o m Fixture Schedule FOY I Halo H991CAT A4"recesseddownlight, A , ) ---- -- --------------------------------- `J �' —--------------- !ne voltage incandescent CL. i CIL. w/993 4"coilex baffle;white Halo H36TAT Non-IC --- Crea-Greco Residence 3"recessed downlight, B w/3003 adjustable coilex baffle trim;white __ ________ ______ 993 4"coilex baffle;white 2765 Elijah's Lane w/993 4 w/ LED bulb MattituCk NY 11952 CKICHLER 208WH NEW 6x6 P.T.POST m closets) mount on wall above closet door' WRAPPED IN 3/4"VERSATEX 1 I® Fantech-Fan light PB 110 L I � sipt &FirS I Floor Electrical Plan First Floor Electrical Plan SCale. 1/4" = 1'-0" DI, All Drawings Printed on 11x17 In d C•l. Paper Scale is 50%Scale Above P N�[ S s . ca E-101 © 2016 Meryl Kramer Architect All Rights Reserved r - - - - - - - -I - - - - - - � - - - — — — — — — — — � I I I I - - - — — — — — — — — � I I DRAWING ISSUE DATES I I I I Construction Progress 11/30/15 y Y• 1 COSI Cut Client t Meetin g Set 3/10/16 Cost Cut Pricing 3/23/16 Bid Set Progress 7/7/1E Pricing&Permit Set 7/29/16 Construction Set 00.00.0000 REVISION DATES of water41 00 Storage c.i —� X ======= ========= ======== ===_=-=_ =======-= — ani: YLi� fir' (3)2x10 Dropped Girder w{R� ��• , Ln � 0 00 Amp o ervice oo N LL oo e� Drawing Legend: Wall To Be Removed Wall To Remain m Oil Tank7777 3 * New Wall New Foundation Wall —_--- Lines Above ------------ Lines Below Guidelines I — — — — - Fence I I 101 Door Tag -- — — — — — — — T — — — — — — — — — — — — — — — — — — — — — - — 1 — I 101 I Window Tag Section X, Sheet A-XXX Detail Tag 1 Existin Basement Plan (1,060 sq. ft. Cale. x Elevation Tag x<xx x Interior Elevation Tag x _ � I I I I y I I II I I I II I Washer Dryer I I u I M E R Y L K R A M E R --=-= — a r c h i t e c t I ® I I I 21 3 E . FRONT STREET [ZD POST OFFICE BOX 683 I GREENPORT, NY 1 1944 lzzn I 6 3 1 4 7 7 - 8 7 3 6 ® I m k a r c h i t e c t c o m N- F I i i I I I I I N I I r o I I N I I Crea-Greco Residence I I 2765 Elijah's Lane I I I Mattituck NY 11952 I I I I I I I---------------------------- I I I I I I I I I I I I I I I I I— — — sxregnum�.J I I I I I I I I I I I I I I I I I 7� Ll - EAsting Conditions T I o c0 I I Foundation & 1st Floor Plan All Drawings Printed on 11x17 iv I Paper Scale is 50%Scale Above I � I 00 I ❑ ❑ N ❑ N ❑ I I � I L — — — — — — — — — — — — — — — — — — — — — — m — — — — — — — — — — — — — — — — — — — — J EX- 100 2 Existing Floor Plan (1,590 sq. ft.) Scale: 1/4" = 1'-0" © 2016 Meryl Kramer Architect All Rights Reserved